The document analyzes the column as an architectural element across history and in contemporary architecture. It discusses the column's evolution from structural to aesthetic, functional, and symbolic roles. The research aims to evaluate the column's current status by comparing its historical development and expressions over time and place. While the column still serves aesthetic, functional, and symbolic purposes, the study found its relationship to structure has weakened, as aesthetic or symbolic columns today rarely represent structural elements or vice versa.
This document provides an overview of different approaches to architectural theory throughout history. It discusses the need to categorize architectural studies into descriptive, explanatory, and normative genres. Prominent theorists and paradigms are then outlined, including Vitruvius' emphasis on durability, practicality, and beauty; the classical orders of Renaissance architecture; and modern functionalist theories developed in the Bauhaus school. Construction materials and techniques, as well as individual architects' personal styles, are also noted as influences on architectural theory formation over time.
The document discusses the history and development of architectural theory from antiquity to modern times. It begins with Vitruvius, the earliest surviving works on architectural theory from ancient Rome. It then discusses influential theorists from different time periods like Alberti, Palladio, and modern theorists like Le Corbusier. The document also categorizes different types of architectural theories like thematic theories focused on a single goal and theories of synthesis aimed at fulfilling multiple goals. Overall, the document provides a comprehensive overview of architectural theory through history.
The document discusses various architectural theorists and their works from antiquity through the 19th century. It begins with Vitruvius and his treatise De Architectura from ancient Rome. It then discusses Indian treatises like the Mayamata, and the introduction of theory in the Renaissance with figures like Leon Battista Alberti and Andrea Palladio. It also touches on 18th and 19th century theorists like Laugier, Boullee, Ledoux, and Semper. Vitruvius is described as the most prominent architectural theorist from ancient Rome whose work has been hugely influential. The document also examines Leonardo Da Vinci's Vitruvian Man drawing and how it related proportions of the ideal human form to architecture
This document provides a summary of the history of architectural theory from antiquity to the present. It begins with Vitruvius in the 1st century BCE and his work "De Architectura", which defined classical orders and proposed the Vitruvian triad of firmness, commodity, and delight. During the Renaissance, thinkers like Alberti built upon Vitruvius. The Enlightenment saw renewed interest in classical architecture. In the 19th century, theorists like Pugin and Ruskin reacted against neoclassicism. Modernism in the 20th century was shaped by thinkers like Sullivan, the International Style architects, and Wright. Contemporary theory grapples with issues of globalization, technology, and the digital realm.
This document provides three thumb rules for column placement in building design:
1. The minimum column size should be 9"x9" for a single-story structure and 12"x9" for a 1.5-story structure, using appropriate concrete grades. Larger column sizes are needed for greater distances between columns or additional floors.
2. The distance between column centers should not exceed 4m for 9"x9" columns, and larger column sizes are needed to allow for greater distances.
3. Columns should be arranged in a rectangular grid or circular pattern, not zigzag, to avoid structural issues in load transfer, wall construction, and beam placement. Following these thumb rules can help prevent mistakes in structural
The superstructure of a building consists of elements above the foundation like beams, columns, lintels, roofing and flooring. Beams are horizontal members that carry loads and transfer them to columns or walls. Reinforced concrete beams are designed to resist both bending moments and shear forces from loads. There are different types of beams like simply supported, fixed, cantilever, continuous and overhanging beams which are designed based on how they are supported. Columns are vertical load bearing members that transfer loads from beams and slabs to the foundation. Common column types include long, short and intermediate columns. Lintels are short horizontal members that span small openings like doors and windows and transfer loads to masonry, steel or reinforced concrete
This document discusses different types and classifications of columns. It defines a column as a vertical structural member primarily designed to carry axial compression loads. Columns can be classified based on their shape, reinforcement, and type of loading. Common shapes include square, rectangular, circular, L-shaped, and T-shaped sections. Reinforcement types include tied columns with tie bars, spiral columns with helical reinforcement, and composite columns with encased steel. Columns are either concentrically loaded with forces through the centroid, or eccentrically loaded off-center. The document also covers column capacity calculations, resistance factors, and provides an example problem.
This document provides an overview of different approaches to architectural theory throughout history. It discusses the need to categorize architectural studies into descriptive, explanatory, and normative genres. Prominent theorists and paradigms are then outlined, including Vitruvius' emphasis on durability, practicality, and beauty; the classical orders of Renaissance architecture; and modern functionalist theories developed in the Bauhaus school. Construction materials and techniques, as well as individual architects' personal styles, are also noted as influences on architectural theory formation over time.
The document discusses the history and development of architectural theory from antiquity to modern times. It begins with Vitruvius, the earliest surviving works on architectural theory from ancient Rome. It then discusses influential theorists from different time periods like Alberti, Palladio, and modern theorists like Le Corbusier. The document also categorizes different types of architectural theories like thematic theories focused on a single goal and theories of synthesis aimed at fulfilling multiple goals. Overall, the document provides a comprehensive overview of architectural theory through history.
The document discusses various architectural theorists and their works from antiquity through the 19th century. It begins with Vitruvius and his treatise De Architectura from ancient Rome. It then discusses Indian treatises like the Mayamata, and the introduction of theory in the Renaissance with figures like Leon Battista Alberti and Andrea Palladio. It also touches on 18th and 19th century theorists like Laugier, Boullee, Ledoux, and Semper. Vitruvius is described as the most prominent architectural theorist from ancient Rome whose work has been hugely influential. The document also examines Leonardo Da Vinci's Vitruvian Man drawing and how it related proportions of the ideal human form to architecture
This document provides a summary of the history of architectural theory from antiquity to the present. It begins with Vitruvius in the 1st century BCE and his work "De Architectura", which defined classical orders and proposed the Vitruvian triad of firmness, commodity, and delight. During the Renaissance, thinkers like Alberti built upon Vitruvius. The Enlightenment saw renewed interest in classical architecture. In the 19th century, theorists like Pugin and Ruskin reacted against neoclassicism. Modernism in the 20th century was shaped by thinkers like Sullivan, the International Style architects, and Wright. Contemporary theory grapples with issues of globalization, technology, and the digital realm.
This document provides three thumb rules for column placement in building design:
1. The minimum column size should be 9"x9" for a single-story structure and 12"x9" for a 1.5-story structure, using appropriate concrete grades. Larger column sizes are needed for greater distances between columns or additional floors.
2. The distance between column centers should not exceed 4m for 9"x9" columns, and larger column sizes are needed to allow for greater distances.
3. Columns should be arranged in a rectangular grid or circular pattern, not zigzag, to avoid structural issues in load transfer, wall construction, and beam placement. Following these thumb rules can help prevent mistakes in structural
The superstructure of a building consists of elements above the foundation like beams, columns, lintels, roofing and flooring. Beams are horizontal members that carry loads and transfer them to columns or walls. Reinforced concrete beams are designed to resist both bending moments and shear forces from loads. There are different types of beams like simply supported, fixed, cantilever, continuous and overhanging beams which are designed based on how they are supported. Columns are vertical load bearing members that transfer loads from beams and slabs to the foundation. Common column types include long, short and intermediate columns. Lintels are short horizontal members that span small openings like doors and windows and transfer loads to masonry, steel or reinforced concrete
This document discusses different types and classifications of columns. It defines a column as a vertical structural member primarily designed to carry axial compression loads. Columns can be classified based on their shape, reinforcement, and type of loading. Common shapes include square, rectangular, circular, L-shaped, and T-shaped sections. Reinforcement types include tied columns with tie bars, spiral columns with helical reinforcement, and composite columns with encased steel. Columns are either concentrically loaded with forces through the centroid, or eccentrically loaded off-center. The document also covers column capacity calculations, resistance factors, and provides an example problem.
Bar Bending Schedule (BBS) is a chart which gives a clear picture of bar length, diameter of bar ,bar mark ,location of bar.
It allow workers to place steel properly.
Selecting the correct column in order to support a given load without over engineering the situation takes in many factors. This section takes a step by step approach to one method of selection. The key terminology and calculations are explored by use of a simple example. Extracts of column tables are used to extract key variables. The tables used are extracted from standard construction engineering data sheets.
Sp 34-1987 handbook on reinforcement and detailingjemmabarsby
This document is a handbook on reinforcement and detailing published by the Bureau of Indian Standards. It provides information on different types of steel used for reinforcement in concrete, including mild steel, medium tensile steel, high strength deformed steel bars, and hard-drawn steel wire fabric. It specifies the requirements for each type of steel in terms of chemical composition, mechanical properties, dimensions and tolerances. The handbook also covers detailing functions, structural drawings, general detailing requirements, bar bending schedules, and detailing of different structural elements like foundations, columns, beams etc.
1. The document provides engineering formulas and equations for statistics, mechanics, electricity, fluid mechanics, thermodynamics, structural analysis, and simple machines.
2. Key formulas include those for mean, median, mode, standard deviation, and probability. Mechanics formulas include those for force, torque, energy, power, and kinematics.
3. Formulas are also provided for stress, strain, modulus of elasticity, beam deflection, truss analysis, and mechanical advantage of simple machines like levers, inclined planes, and gears.
The document discusses column behavior under different loading conditions. It presents the load and moment equations for columns under eccentric loading, and describes three failure cases: 1) pure axial load/crushing failure, 2) balanced failure, and 3) pure flexural failure. Equations are derived for the load-carrying capacity and moment capacity based on the stress-strain relationships of concrete and steel.
This document provides details about reinforcing concrete columns and footings. It discusses that columns are vertical members that support loads and transmit them downward. Reinforcement is added to reduce column size and resist compression and bending forces. The main reinforcement runs longitudinally and is arranged in square, rectangular, or circular patterns. Minimum and maximum longitudinal steel requirements are specified. Transverse reinforcement is also included to help position longitudinal bars and confine the concrete.
This is a Power Point Presentation discussing briefly about the Slab, Beam & Column of a building construction. It was presented on 6th March, 2014 as part of the Presentations of the subject: DETAILS OF CONSTRUCTION, at Ahsanullah University of Science & Technology (AUST)
This document discusses the design of two-way slabs. It defines a two-way slab as having a ratio of long to short spans of less than 2. The main types of two-way slabs described are flat slabs with drop panels, two-way slabs with beams, flat plates, and waffle slabs. The basic steps of two-way slab design are outlined, including choosing the slab type and thickness, the design method, calculating moments, determining reinforcement, and checking shear strength. Two common design methods are described: the direct design method which uses coefficients, and the equivalent frame method which analyzes frames cut between columns.
This document provides details about a construction project assignment conducted by a group of 8 students. It summarizes their visits to 3 construction sites - a private residence in Kota Damansara, another private residence in SS14 Subang Jaya, and a shoplot development in Bandar Seri Coalfields. The document describes the various stages and components of construction observed at the different sites, including site preparation, foundation works, superstructure works involving beams, columns, slabs, walls and staircases, as well as external works like drainage and sewerage systems. Safety measures and plants/machinery commonly used at construction sites are also discussed.
Reinforced concrete columns and beams are important structural elements that carry compressive and bending loads respectively. Columns can be categorized as short or long based on their height-width ratio and as spiral or tied columns based on their shape. Beams are classified based on their supports as simply supported, fixed, continuous, or cantilever beams. The construction of RCC columns and beams involves laying reinforcement, forming the structure, and pouring concrete to create these load-bearing elements.
This presentation summarizes the key aspects of one-way slab design. It defines one-way slabs as having an aspect ratio of 2:1 or greater, with bending primarily along the long axis. The presentation discusses the types of one-way slabs including solid, hollow, and ribbed. It also outlines the design considerations for one-way slabs according to the ACI code, including minimum thickness, reinforcement ratios, and bar spacing. An example problem demonstrates how to design a one-way slab for a given set of loading and dimensional conditions.
The document summarizes the design of beam-and-slab systems. It describes how the one-way slab is designed as a continuous slab spanning the beam supports using moment distribution methods or a simplified coefficient method. Interior beams are designed as T-beams and edge beams as L-beams, which provide greater flexural strength than conventional beams. The beam and slab must be securely connected to transfer shear forces between them. The slab is reinforced as a one-way system and the beams are designed as simply supported beams spanning their supports.
This document summarizes the design of a one-way slab for a multi-story building. Key steps include:
1) Determining the effective span is 3.125m based on the room dimensions and support thickness.
2) Calculating the factored bending moment of 5.722 kNm/m based on the loads and effective span.
3) Checking that the provided depth of 150mm is greater than the required depth of 45.53mm.
4) Sizing the main reinforcement as 130mm^2 based on the factored moment and concrete properties.
5) Specifying 10mm diameter bars spaced at 300mm centers along the shorter span.
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PROAli Meer
This document discusses the design and analysis of a multi-storied residential building using STAAD Pro software. It includes details on the building specifications, applicable codes, loads on the structure, and the design of structural elements like slabs, beams, columns, and footings. The analysis involves assigning materials, loads, properties and performing RCC design in STAAD Pro to verify the safety and serviceability of the building according to codes. The results show the design is safe and meets code requirements. References include design codes and textbooks.
The document provides symbols and definitions used in architectural and engineering drawings. It includes symbols for architectural plans, structural elements, plumbing, HVAC, fire protection, materials, landscape, and drawing conventions. Key symbols defined are for walls, sections, fixtures, piping systems, materials, windows, doors, dimensions and references. The document is a comprehensive guide to the standardized symbols and abbreviations used in construction documents.
Make a floating column chart in excel. Includes four fun examples of floating column charts. Also a neat tip on adding a degree notation format to your data in excel.
Needs some basic knowledge of making charts in excel, or refer my previous tutorial. for beginners.
Level - Medium. 2nd in a series on Column Charts, 4th in my series on Charts.
Presentation by Mr. Lawrence K.W. CHUNG - Assistant Director of Housing (Development & Construction Division),
Housing Department, HKSAR Government
HKIPM‐HKIBIM Joint Conference: BIM in Project Management
Details of Conference
Date: 2‐Apr‐2014 (Wed)
Time: 2:00 pm – 5:00 pm
Venue: Chiang Chen Studio Theatre – The Hong Kong Polytechnic University
Organizers:
Hong Kong Institute of Project Management (HKIPM)
http://www.hkipm.org.hk/
The Hong Kong Institute of Building Information Modelling (HKIBIM)
http://www.hkibim.org
Sole Sponsor:
建造業議會 - Construction Industry Council
http://www.hkcic.org/
The document contains working drawings for a type C building, including a cover page, sheet list, and 14 detailed drawings. The drawings were produced by Adrian Ball and Lindy Shaw of Slab Architects for the owner Ben Carson and include site plans, floor plans, elevations, sections, and details. Dimensions and materials are specified.
Pursuing any development or neighborhood plan today involves
working with a myriad of actors beyond professional collaborators
during planning and design phases. These include direct abutters,
surrounding neighbors, elected offi cials, public agencies, opponents
(often), investors, financial institutions, and regulators, all billed as
“stakeholders.” Navigating the shoals created by cadres of stakeholders
is perhaps the greatest challenge to pursuing sophisticated
ideas about and goals for urbanism.
Consensus around goals that arenot very ambitious is, unfortunately, common. However, rather thanwallow in despair about the unpredictable nature of decentralized processes, urban designers must learn to be more effective collaborators,willing participants in true interdisciplinary endeavors, and advocatesfor ideas not always their own, ideas that have the potential
to rally others around higher expectations, not expedient solutions.
Such skills are not always available in a designer’s tool kit.
Some blame the messiness of democratized processes for producing mediocrity.
On the other hand, many can offer examples of substantial benefits to projects as a result of broader community participation.
Then, too, there is that maxim among seasoned urban designers, “To
envision takes talent, to implement takes genius.”
Construction of residential building summer training pptSumit Singh
Sumit Singh completed a summer training project on the construction of a residential building complex called Assotech Blith Group Housing in Gurgaon, Haryana, India. The project involved constructing 7 towers ranging from G+18 to G+25 floors over an area of 12 acres. Singh learned about the various stages of construction including land acquisition, excavation, formwork, reinforcement placement, casting, and finishing. He was trained in activities like shuttering, bar placing, staircase construction, brickwork, and safety requirements. The training helped improve his confidence and choice to study civil engineering.
An arch is a vertical curved structure that spans an elevated space and may or may not support the weight above it,[1] or in case of a horizontal arch like an arch dam, the hydrostatic pressure against it.
Arches may be synonymous with vaults, but a vault may be distinguished as a continuous arch forming a roof. Arches appeared as early as the 2nd millennium BC in Mesopotamian brick architecture, and their systematic use started with the ancient Romans, who were the first to apply the technique to a wide range of structures.
Bar Bending Schedule (BBS) is a chart which gives a clear picture of bar length, diameter of bar ,bar mark ,location of bar.
It allow workers to place steel properly.
Selecting the correct column in order to support a given load without over engineering the situation takes in many factors. This section takes a step by step approach to one method of selection. The key terminology and calculations are explored by use of a simple example. Extracts of column tables are used to extract key variables. The tables used are extracted from standard construction engineering data sheets.
Sp 34-1987 handbook on reinforcement and detailingjemmabarsby
This document is a handbook on reinforcement and detailing published by the Bureau of Indian Standards. It provides information on different types of steel used for reinforcement in concrete, including mild steel, medium tensile steel, high strength deformed steel bars, and hard-drawn steel wire fabric. It specifies the requirements for each type of steel in terms of chemical composition, mechanical properties, dimensions and tolerances. The handbook also covers detailing functions, structural drawings, general detailing requirements, bar bending schedules, and detailing of different structural elements like foundations, columns, beams etc.
1. The document provides engineering formulas and equations for statistics, mechanics, electricity, fluid mechanics, thermodynamics, structural analysis, and simple machines.
2. Key formulas include those for mean, median, mode, standard deviation, and probability. Mechanics formulas include those for force, torque, energy, power, and kinematics.
3. Formulas are also provided for stress, strain, modulus of elasticity, beam deflection, truss analysis, and mechanical advantage of simple machines like levers, inclined planes, and gears.
The document discusses column behavior under different loading conditions. It presents the load and moment equations for columns under eccentric loading, and describes three failure cases: 1) pure axial load/crushing failure, 2) balanced failure, and 3) pure flexural failure. Equations are derived for the load-carrying capacity and moment capacity based on the stress-strain relationships of concrete and steel.
This document provides details about reinforcing concrete columns and footings. It discusses that columns are vertical members that support loads and transmit them downward. Reinforcement is added to reduce column size and resist compression and bending forces. The main reinforcement runs longitudinally and is arranged in square, rectangular, or circular patterns. Minimum and maximum longitudinal steel requirements are specified. Transverse reinforcement is also included to help position longitudinal bars and confine the concrete.
This is a Power Point Presentation discussing briefly about the Slab, Beam & Column of a building construction. It was presented on 6th March, 2014 as part of the Presentations of the subject: DETAILS OF CONSTRUCTION, at Ahsanullah University of Science & Technology (AUST)
This document discusses the design of two-way slabs. It defines a two-way slab as having a ratio of long to short spans of less than 2. The main types of two-way slabs described are flat slabs with drop panels, two-way slabs with beams, flat plates, and waffle slabs. The basic steps of two-way slab design are outlined, including choosing the slab type and thickness, the design method, calculating moments, determining reinforcement, and checking shear strength. Two common design methods are described: the direct design method which uses coefficients, and the equivalent frame method which analyzes frames cut between columns.
This document provides details about a construction project assignment conducted by a group of 8 students. It summarizes their visits to 3 construction sites - a private residence in Kota Damansara, another private residence in SS14 Subang Jaya, and a shoplot development in Bandar Seri Coalfields. The document describes the various stages and components of construction observed at the different sites, including site preparation, foundation works, superstructure works involving beams, columns, slabs, walls and staircases, as well as external works like drainage and sewerage systems. Safety measures and plants/machinery commonly used at construction sites are also discussed.
Reinforced concrete columns and beams are important structural elements that carry compressive and bending loads respectively. Columns can be categorized as short or long based on their height-width ratio and as spiral or tied columns based on their shape. Beams are classified based on their supports as simply supported, fixed, continuous, or cantilever beams. The construction of RCC columns and beams involves laying reinforcement, forming the structure, and pouring concrete to create these load-bearing elements.
This presentation summarizes the key aspects of one-way slab design. It defines one-way slabs as having an aspect ratio of 2:1 or greater, with bending primarily along the long axis. The presentation discusses the types of one-way slabs including solid, hollow, and ribbed. It also outlines the design considerations for one-way slabs according to the ACI code, including minimum thickness, reinforcement ratios, and bar spacing. An example problem demonstrates how to design a one-way slab for a given set of loading and dimensional conditions.
The document summarizes the design of beam-and-slab systems. It describes how the one-way slab is designed as a continuous slab spanning the beam supports using moment distribution methods or a simplified coefficient method. Interior beams are designed as T-beams and edge beams as L-beams, which provide greater flexural strength than conventional beams. The beam and slab must be securely connected to transfer shear forces between them. The slab is reinforced as a one-way system and the beams are designed as simply supported beams spanning their supports.
This document summarizes the design of a one-way slab for a multi-story building. Key steps include:
1) Determining the effective span is 3.125m based on the room dimensions and support thickness.
2) Calculating the factored bending moment of 5.722 kNm/m based on the loads and effective span.
3) Checking that the provided depth of 150mm is greater than the required depth of 45.53mm.
4) Sizing the main reinforcement as 130mm^2 based on the factored moment and concrete properties.
5) Specifying 10mm diameter bars spaced at 300mm centers along the shorter span.
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PROAli Meer
This document discusses the design and analysis of a multi-storied residential building using STAAD Pro software. It includes details on the building specifications, applicable codes, loads on the structure, and the design of structural elements like slabs, beams, columns, and footings. The analysis involves assigning materials, loads, properties and performing RCC design in STAAD Pro to verify the safety and serviceability of the building according to codes. The results show the design is safe and meets code requirements. References include design codes and textbooks.
The document provides symbols and definitions used in architectural and engineering drawings. It includes symbols for architectural plans, structural elements, plumbing, HVAC, fire protection, materials, landscape, and drawing conventions. Key symbols defined are for walls, sections, fixtures, piping systems, materials, windows, doors, dimensions and references. The document is a comprehensive guide to the standardized symbols and abbreviations used in construction documents.
Make a floating column chart in excel. Includes four fun examples of floating column charts. Also a neat tip on adding a degree notation format to your data in excel.
Needs some basic knowledge of making charts in excel, or refer my previous tutorial. for beginners.
Level - Medium. 2nd in a series on Column Charts, 4th in my series on Charts.
Presentation by Mr. Lawrence K.W. CHUNG - Assistant Director of Housing (Development & Construction Division),
Housing Department, HKSAR Government
HKIPM‐HKIBIM Joint Conference: BIM in Project Management
Details of Conference
Date: 2‐Apr‐2014 (Wed)
Time: 2:00 pm – 5:00 pm
Venue: Chiang Chen Studio Theatre – The Hong Kong Polytechnic University
Organizers:
Hong Kong Institute of Project Management (HKIPM)
http://www.hkipm.org.hk/
The Hong Kong Institute of Building Information Modelling (HKIBIM)
http://www.hkibim.org
Sole Sponsor:
建造業議會 - Construction Industry Council
http://www.hkcic.org/
The document contains working drawings for a type C building, including a cover page, sheet list, and 14 detailed drawings. The drawings were produced by Adrian Ball and Lindy Shaw of Slab Architects for the owner Ben Carson and include site plans, floor plans, elevations, sections, and details. Dimensions and materials are specified.
Pursuing any development or neighborhood plan today involves
working with a myriad of actors beyond professional collaborators
during planning and design phases. These include direct abutters,
surrounding neighbors, elected offi cials, public agencies, opponents
(often), investors, financial institutions, and regulators, all billed as
“stakeholders.” Navigating the shoals created by cadres of stakeholders
is perhaps the greatest challenge to pursuing sophisticated
ideas about and goals for urbanism.
Consensus around goals that arenot very ambitious is, unfortunately, common. However, rather thanwallow in despair about the unpredictable nature of decentralized processes, urban designers must learn to be more effective collaborators,willing participants in true interdisciplinary endeavors, and advocatesfor ideas not always their own, ideas that have the potential
to rally others around higher expectations, not expedient solutions.
Such skills are not always available in a designer’s tool kit.
Some blame the messiness of democratized processes for producing mediocrity.
On the other hand, many can offer examples of substantial benefits to projects as a result of broader community participation.
Then, too, there is that maxim among seasoned urban designers, “To
envision takes talent, to implement takes genius.”
Construction of residential building summer training pptSumit Singh
Sumit Singh completed a summer training project on the construction of a residential building complex called Assotech Blith Group Housing in Gurgaon, Haryana, India. The project involved constructing 7 towers ranging from G+18 to G+25 floors over an area of 12 acres. Singh learned about the various stages of construction including land acquisition, excavation, formwork, reinforcement placement, casting, and finishing. He was trained in activities like shuttering, bar placing, staircase construction, brickwork, and safety requirements. The training helped improve his confidence and choice to study civil engineering.
An arch is a vertical curved structure that spans an elevated space and may or may not support the weight above it,[1] or in case of a horizontal arch like an arch dam, the hydrostatic pressure against it.
Arches may be synonymous with vaults, but a vault may be distinguished as a continuous arch forming a roof. Arches appeared as early as the 2nd millennium BC in Mesopotamian brick architecture, and their systematic use started with the ancient Romans, who were the first to apply the technique to a wide range of structures.
This document discusses the importance of geometry in architecture. It provides examples of how geometry has been used throughout history in architectural design, from ancient structures like Sumerian reed houses to Gothic cathedrals. Specific geometric concepts discussed include the golden section, fractal geometry, and their applications. The document also outlines how geometry is important for structural strength, performance, aesthetics, and various religious architectures.
Architectural and heritage elements and formation characteristics of traditio...Alexander Decker
This document summarizes a research study on the architectural and heritage elements of traditional houses in Jordan. It analyzes the functional elements that characterize the facades of old houses in Salt, Jordan. The key elements discussed include openings like entrances adorned with arched frames and circular openings above. Arches of different types are also analyzed, including spired, half-ring, and horseshoe-shaped arches used around windows and doors. The research aims to understand the historical, structural, and philosophical foundations of these elements and how they contributed to the architectural design frameworks and cultural identity of traditional architecture in the region.
The document discusses architectural theory from antiquity to modern times. It begins by explaining Vitruvius's influential work "De Architectura" from antiquity, which established standards and classifications for architecture. It then discusses developments in architectural theory through the Middle Ages, Renaissance, and later eras as styles changed. Key theorists mentioned include Alberti, Vignola, Hooke, Bernoulli, Euler, Gaudi, and Le Corbusier. The document emphasizes that architectural theory has aimed to establish principles and concepts to aid architectural design and understand the design process. It also notes that construction theory became more mathematical over time as engineering knowledge advanced. In summary, the document provides a broad historical overview of architectural theory and some of the major figures
Tadao Ando and Frank Lloyd Wright are master architects known for integrating buildings with their natural surroundings. Ando's Koshino House features two concrete boxes embedded into a wooded slope to connect the home with nature. Wright's Fallingwater cantilevers rectangular balconies over a waterfall through its simple geometric forms that blend the structure into the landscape. Both architects emphasized preserving nature and designing buildings that become part of the environment through thoughtful massing and forms.
David Chipperfield designed an expansion to the Saint Louis Art Museum that opened in 2013. His design respected the original 1904 building by Cass Gilbert, creating a new rectilinear east wing that sits harmoniously next to the historic structure. The new pavilion has floor-to-ceiling glazing and is clad in polished concrete to blend with the landscape. Its concrete ceiling grid provides flexibility while also integrating mechanical systems and lighting. Chipperfield's design achieved an organic integration of old and new wings through materiality, form, and spatial connections.
050 contemporary arab architecture space, form, and functionJeremi Jeri
This document provides an abstract for a paper on contemporary Arab architecture focusing on space, form, and function. It summarizes previous research on Islamic architecture that often focused on monumental structures rather than vernacular architecture. It also discusses the debate around form versus function in design and introduces two prominent Arab architects, Hassan Fathy and Rasem Badran, whose theoretical frameworks will be examined. The scope is limited to available literature on Islamic architecture and its influence on contemporary Arab architects.
Contemporary Arab architecture space, form, and functionDania Abdel-aziz
This document provides an abstract for a paper on contemporary Arab architecture focusing on space, form, and function. It summarizes previous research on Islamic architecture that often focused on monumental structures rather than vernacular architecture. It also discusses the debate around form versus function in design and introduces two prominent Arab architects, Hassan Fathy and Rasem Badran, whose theoretical frameworks will be examined. The scope is limited to available literature on Islamic architecture and its influence on contemporary Arab architects.
This document provides an introduction to architectural design theory. It discusses key elements of design like point, line, plane, volume, and form. It explains how points become lines, lines become planes, and planes become volumes or forms. It also discusses the properties of forms, including shape, size, color, texture, position, and orientation. Additionally, it covers spatial relationships and organizational strategies like centralized, linear, radial, clustered and grid layouts.
The document provides an abstract and index for a case study on the Suzhou Museum in China. It discusses the traditional Chinese courtyard housing typology known as siheyuan and its elements. It then examines how vernacular elements of the siheyuan were adapted in the modern courtyard design of the Suzhou Museum, designed by I.M. Pei. Key findings include how the museum incorporated a central courtyard like traditional siheyuan homes, used local materials to fit the context, and maximized natural light through the design. The study aims to show how traditional elements can be fused with modern architecture.
The document provides an abstract and index for a case study on the Suzhou Museum in China. It discusses the traditional Chinese courtyard housing typology known as siheyuan, including its history, elements, and role in Chinese culture. It then presents the methodology, limitations, and case study of the Suzhou Museum designed by I.M. Pei. Key findings include how the siheyuan layout has been adapted for Chinese museums, exemplified by the Shaanxi History Museum, and how the Suzhou Museum successfully integrated vernacular elements into its modern design to fit within the historical context.
This document outlines the syllabus for a course on modern architecture from 1750 to 2011. It provides an overview of the course content, learning objectives, assignments, and grading structure. Students will learn about architectural terminology, styles and movements, significant architects and buildings. They will develop skills in visual analysis, interpretation, and writing about architecture through exams, papers, and class participation. The course aims to survey major developments in architecture across Europe, the Americas, and their global spread over the past 250+ years.
The document provides information about a group project for the course MPU3123: TAMADUN ISLAM DAN TAMADUN ASIA. It lists the group members, assessment criteria, and includes an index and contents section for the project report. The report will examine the architectural contributions of Chinese civilization, discussing theories, objectives, and practical applications of Chinese architectural features and structures.
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Column rank in the interior design of contemporary architecture a comparative analysis study
1. Arts and Design Studies www.iiste.org
ISSN 2224-6061 (Paper) ISSN 2225-059X (Online)
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Column Rank in the Interior Design of Contemporary
Architecture-A Comparative Analysis Study
Jeanan Shafiq
Interior Design Dpt., Applied Sciences University, P.O. Box 166, Amman 11931 Jordan.
E-mail of the corresponding author: j_shafiq@asu.edu.jo
Abstract
This research aims to analyze the column as an important element in architecture and interior design and its
status in the contemporary architecture. It identifies the rank and mechanism of evolution and changes through
its presence during the historical development to the present day as a structural, esthetical, functional and
symbolical element. The study found that the column still have the same esthetical, functional and symbolical
effects; on the other hand the result show that there is poor relationship between the column as a structural
element and all the previous attributes, that rarely the esthetical, functional, or symbolical columns represented a
structural element and vice versa.
Keywords: Column, Pillar, Interior Design, Contemporary Architecture.
1. Introduction
Column is one of the most important elements in Architecture and interior design that we can see through the
history till now in different ways of expression, navigating between structural, functional, esthetics and symbolic
need
Centuries of architectural culture have created an inexhaustible variety of forms of columns. In Egyptian
architecture, and through Greek epochs which were named after their orders. Time and again the proportioning
and decoration of a column or pier served as an indication and characterization of certain architectural style. The
strategic role of the column can be identified more precisely by looking at the time line development in
architecture and interior design where explicitly addresses the question of the column as an architectural element.
The already complicated relationship between the column description of itself as an aesthetic existing and as an
object within a building as a structural need in the architectural terms. The translation of column between
architecture and art work both ways, each has an attraction for the other that manifests itself in many different
ways.
All previous studies and research condense on the column itself by focusing on the lineage, proportions,
structural construction and style. There is no sufficient study for the status of the column within interior design
and the mechanism of evolution and changes in presence during the historical development to the present day.
The column as an element was discussed in this paper to analyze the historical development in the way of
expression and reflection in order to access and evaluate the column rank at the contemporary architecture and
interior design
1.1 Procedural Definitions
Column: Generally any body which supports another in a vertical direction (Gwilt, 1881). It is an upright
decorative and supporting pillar, especially one consisting of a usually round shaft, a capital, a base and/or an
upright pillar, typically cylindrical, supporting an arch, entablature, or other structure or standing alone as a
monument. There are five main orders of columns and various species of columns, depends on form, function
which marked the boundary of place and time.
Pillar: A column of irregular form, disengaged, and always deviating from the proportions of the orders,
whence the distinction between a column and a pillar (Gwilt, 1881). It is a tall vertical structure of stone, wood,
or metal, used as a support for a building.
Pier: A solid between the doors or windows of a building. The square or other formed mass or post to which a
gate is hung. Also the solid support from which an arch springs (Gwilt, 1881)
2. Background
Column as an element in architecture has been discussed by a number of authors, focusing on the lineage,
structural construction, form and function. Most of the focusing was on one side or two of the column's rank.
Some authors studied the column as a structural element such as Boyd who focused on the post and lintel
construction associated with Greek architecture, the arch and the barrel- vault associated with Roman
architecture and its effects on columns as a structural support (Boyd, 1978). Salvadori consistent with the
previous author and focused on the relationship between the building structure strength and the columns as
supports since the first beginnings of architecture and the emergence of columns (Salvadori, 1980). Some
authors considered the column as a structural and esthetical element. Kostof wrote about the emergence of
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columns supporting the major religious architecture of the world, with a particular focus on sacred places, cities,
and buildings, he also discussed ancient’s different styles of ornamentation for columns as an esthetic element
(Kostof, 1985). On other hand, some authors covered the column as an aesthetic and a functional element. Krier
wrote that centuries of architecture culture have created inexhaustible variety forms of ` and piers which named
after their orders. Proportioning and decorating a column of pier served as an indication and characterization of a
certain architectural style. Besides, the author wrote about the column as a functional element used to divide
space, giving historical example of each case of division (Krier, 1983). Other authors mentioned the column as a
structural and symbolic element such as Fergusson who wrote about column as a main support for any building.
He described the development of different types, giving full details about each type and buildings that present it
through the history of architecture in all countries, discussing and analyzing the principles of the column as a
symbolic element and giving examples through history of architecture (Fergusson, 1874). The column's
symbolism took place in other studies, such as Rykwert who focused on the column effects as a symbolic
element. His opinion was that column signifies wisdom and symbolizes fortitude and constancy. Column is a
metaphorical heraldic device, implying that its bearer supports others who are weaker (Rykwert, 1999). Moffett
also described the column as a sculpture in the ancient Greek architecture giving the caryatids as an example
“it’s a sculpture of a female figure used as a column, which represents a dramatic story and symbolize the defeat
and destruction of their homeland. The column used not just to support and carry the building, but to carry on the
memory of the event” (Moffett, 2003).Tucker has clarified the relationship between column as a sculpture and its
spiritual influences. He recognized that sculpture is a separate thing, as the easel picture, but it did not require a
wall like the picture and did not need a roof. It is an object that could exist for itself alone giving the character of
a complete thing that one could look at from all sides. He believed that column is sculpture supported with a
large field of symbolism (Tucker, 1974).
3. Research hypothesis
Ho.1 column is a supporting pillar.
Ho.1.1 there is a strong relationship between column and the construction structure.
Ho.1.2 there is a strong relationship between column and roof.
Ho1.3 there is strong relationship between column and rigid supporting materials
Ho.2 there is no relationship between column and the human vision towards it.
4. Research methodology and analysis
The research includes a comparative analytical study of the column from the beginning and through place and
time and the different expressions in results affiliate.
Vision and philosophy of this study will be substantive analytical in the approach within the limits of the
research problem on one hand, and based on assumptions derived from objectives, on the other hand, led to
conduct the study in four levels as follow:
- Column as a structural element.
- Column as an esthetical element.
- Column as a functional element.
- Column as a symbolic element.
4.1 Column as a structural Element
Depending on the term of Need and desire, Architecture began as a shelter. "We are accustomed to thinking of
Architecture as shelter: a home to live in (A roof over our heads)" (Kostof, 1985).
This statement leads to the major problem of how can the roof stands?
4.1.1 Transforming from the shelter to architecture
Producing in the form of huts made of branches or saplings set close together in the sand as a palisade, then
braced on the outside by a ring of large stones (see fig.1) within the long axis was lined with larger posts to help
hold up the roof (Kostof, 1985).
Until they were able to give up roaming the surface of the earth in search of food, they had been exposed to the
weather, precariously protected by tents of animal skins, perpetually on the move, they cooked over campfires
and gathered in small tribes.
Supporting tents was the first beginning of columns in architecture.
Tents were supplanted by more substantial abodes. Due to people sedentary, the clustering of huts created the
need for larger huts where village problems could be discussed. Houses in Egyptian structures, which began
around 2686 B.C. and ended around 2498 B.C, were built of mud-brick walls with columns made from bundles
of reeds tied together. The walls of buildings were mostly battered, and the columns were short in proportion to
their diameter (Salvadori, 1980).
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4.1.2 Using post-and-lintel construction
Stonehenge is a prehistoric monument located in the English county of Wiltshire, one of the most famous sites in
the world (see fig.2).Stonehenge is composed of earthworks surrounding a circular setting of large standing
stones and sits at the center of the densest complex of Neolithic and Bronze Age monuments in England
including several hundred burial mounds.
All significant Iron Age civilizations of the Near East and Mediterranean made some use of columns. In Ancient
Egyptian architecture as early as 2600 BC the architect Imhotep made use of stone columns.
In later Egyptian architecture faceted cylinders were also common. The Egyptians, Persians and other
civilizations mostly used columns for the practical purpose of holding up the roof inside a building, preferring
outside walls to be decorated with reliefs or painting
In any ancient Egyptian hall, such as a Karnack temple of Ammon at the great hypostyle hall (see fig.3),
it's often said that one cannot see the hall for the columns, due to the absence of the load- bearing arch in ancient
Egypt. It was difficult to span large aerial distances with stone- hence the need for a large number of support
columns to support the roof (Fergusson, 1874).
4.1.3 Using structures built in compression
The imposing quality of roman construction is a result of applying engineering skills to the problems
encountered in everyday life. Roman construction exploited structures built in compression: the arch, the vault,
and the dome techniques developed by other civilizations but used in a very limited fashion (Boyd, 1978). In
Roman hands, however, these became the basis for hitherto unimagined structures on a scale not possible with
post-and-lintel construction. A true arch consists of wedge shapes stones set in a curved shape, often a semicircle
(see fig.4); such building requires a temporary timber framework. The weight of the masonry in vaulted
construction pushed downward and outward on the walls or columns on which it rests, and this overturning force
of thrust must be countered by supports. Vaulted construction (see fig.5) thus requires walls or piers much
thicker than those used in post- lintel buildings (Moffett, 2003).
4.1.4 Using structures built in open plan system
By development of various construction materials and applications, architecture today has various diversities;
columns of the building structure, floor structure have lot varieties. Such varieties of structures facilitate the
building designers, and constructors to select the appropriate column's grid with an appropriate unit weight,
compressive strength, lateral tensile strength in construction, and then consider the suitability of the construction
costs, so that the design of buildings can be more convenient and flexible. The most epidemic and appropriate
structural system is as follow:
In the open plane system the location of existing columns and load bearing walls is often one of the most
troublesome factors for interior design. Columns cannot be moved, and load bearing walls may by pierced of
partially removed only after review and design by a structural engineer, and then only at significant expense.
Existing structural elements may affect the spacing of rooms, the positions of new partitions, or the locations of
large areas. New partitions can coincide with column locations so that columns do not awkwardly end up in the
middle of a room (see fig. 6). If the size of a room must exceed the column spacing, the room should be centered
between the columns so that the columns are off to both sides as much as possible. In spaces used for open office
planning or restaurant dining rooms furniture placement can be planned around the columns or service spaces
like closets and storage rooms, or space dividers can minimize the effect of the columns.(Ballast, 2010 ).
4.2 Column as an Esthetical Element
Centuries of architecture culture have created an inexhaustible variety of forms of columns and piers. In Greek
architecture epochs were named after their orders. Time and again the proportioning and decorating of a column
of pier served as an indication and characterization of a certain architectural style. It remained for our times to
give up the continuous refinement of this archaic form (Krier, 1983). The column always consists of three parts,
a base, a shaft, and a capital.
4.2.1 Column shaft
Early columns were constructed of stone, some out of a single piece of stone. Monolithic columns are among the
heaviest stones used in architecture. Other stone columns are created out of multiple sections of stone (see fig.7),
mortared or dry-fit together. In many classical sites, sectioned columns were carved with a center hole or
depression so that they could be pegged together, using stone or metal pins. The design of most classical
columns incorporates entasis (the inclusion of a slight outward curve in the sides) plus a reduction in diameter
along the height of the column, so that the top is as small as of the bottom diameter. This reduction mimics the
parallax effects which the eye expects to see, and tends to make columns look taller and straighter than they are
while entasis adds to that effect.
4.2.2 Colum capital
A classical column and entablature proportioned and decorated according to accepted modes. The ancient Greeks
developed the Doric, ionic, and Corinthian orders (see fig.7), and the romans the Tuscan and composite orders.
4. Arts and Design Studies www.iiste.org
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The Doric order, the most massive of these five, has a plain capital, a fluted shaft and base. The Ionic order is
slimmer and its capital has prominent scrolls or volutes. The Corinthian order is the most attenuated and richly
decorated of the three Greek orders. The Tuscan order is similar to the Doric, but fluted (see fig.7). The
Composite order combines in its capital the acanthus leaves of the Corinthian order with the prominent volutes
of the ionic (Kostof, 1985).
4.2.3 Colum base
The base itself was divided into two parts: the rubble foundations and the stepped platform wrapped around it
(see fig.7) on which the columns stood and raised the temple above the approach level (Rykwert, 1999).
4.2.4 The entablature
Entablature always includes an architrave, a frieze, and a cornice (see fig.7). To these the Italians often added a
pedestal below and a balustrade above, but these are not parts of the "Order", which is always understood to
include only the six parts first mentioned (Fergusson, 1874).
4.2.5 Development of column's styles
Through centuries, columns had extensive attentions as an esthetical element which caused on several new styles
based, in a way, on the principles of the classic Greek and Roman's (see fig.7).
Nowaday, many styles appeared with totally different principles of form and proportions, which changed
standards, but it didn't change the column as an esthetical element. Some concrete or steel pillars decorated with
a skin of different materials (see fig.8), but some are really new generation of columns style such as:
- John wax building:
It is a modern example of a new column style. At the great workroom and the lobby, the columns virtually are
the ceiling, discrete round slabs rest on each column, and the space between adjacent columns is open to the sky,
filled only with a network of glass tubing (see fig.9), Wright called the columns" dendrite form"- tree- shaped
which entered an element of the universe to his forest. The light seemed to be the matter of which the great room
was made. This quality of light, enveloping the columns, lends a greater reality to the enclosed space. The
columns generate the space and the light makes it tangible. Space as a stuff of architecture, is nowhere more
available to human experience than it is in building (Lipman, 1986). Wright's use of the columns, both
technically and spatially, was a major innovation in twentieth- century building.
4.3 Column as functional element
The purpose of a building is to perform a function. The function of most buildings is to protect people from the
weather by creating enclosed but interconnected spaces. The spaces may be many and small, as in apartment
houses, or few, perhaps even a single space, as in church or theatre. The function of the building is fulfilled by
the construction of surfaces. The structural components of a building assure the elements required to fulfill its
function will stand up. Column, Beams, and floors structure make possible the architectural component
(Salvadori, 1980). Column used as a spiritual isolation at the interior space, and to make a semi space between
the inside and outside making the view looking like it had been framed in a way of getting multiple aesthetic
pictures from different vision angles.
4.3.1 Using column in interior spaces:
Columns often used for technical or functional reasons, such as dividing one space to two, three and four spaces
depending on the columns location in each case, giving the space entirely different relations and directions. They
alter the scale, and are confusing when it comes to describing proportions (Krier, 1983).
4.3.2 Divide space into two parts
When divided by means of a row of columns, two relevant rectangular spaces are created (see fig.10-1).
Each space has its own personality depending on the proportions of the division. For example one is the main
space and the other is sub space. In this case column could use to create a corridor as a semi space between
inside and outside, such as in the outdoor courtyard and at the balcony. This type usually used at Islamic
Architecture (see fig 11) providing severe weather Protection.
4.3.3 Divide space into three parts
When divided by two rows of columns, in this case the emphasis is laid on the main space in the middle part
which is narrower than the two border areas (see fig.10-2).In this case the space in the middle gains the character
of a route, and so the areas on each side become more significant.
4.3.4 Divide space into four parts
This case shows an enclosed space with the skeletal canopy construction inside. A space within a space emerges.
By that, the shape of the entire space is intensified; the canopy defines an almost sacred area and the edges
become a silent zone; a threshold area which, although existing inside the space, does not fully belong to it (see
fig.10-3). In this case the column used to create medial space between the indoor and outdoor by creating a
corridor as a semi space between the inside and the courtyard. This type usually used at the Roman house and the
Islamic house style (see fig 12) which Provides ventilation and privacy in the same time.
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4.3.5 Divide space into several spaces
The fully skeletal interior space is of course only conceivable at a larger scale (see fig.10-4). Here one thinks of a
space designed for special functions: the vast hypostyle hall of the Great Temple of Ammon in Karnack (see
fig.3) with its 134 sandstone columns (Krier, 1983).
4.3.6 Using non supporting columns to divide space
With the usage of the open plan system in structural considerations and the partition walls that located with the
existing columns, the columns start to be a part of the walls. This led to create a new style to divide space (see
fig.13) or to determine a zone by creating non supporting columns (see fig.14).
4.4 Column as a symbolic Element
Symbolism: is the practice of representing things by symbols, or of investing things with a symbolic meaning or
character. A symbol is an object, action, or idea that represents something other than itself, often of a more
abstract nature. Symbolism creates quality aspects that make literature like poetry and novels more meaningful.
Characters are symbolic analogues to features in that they require semantic (dual) interpretations. For example, a
column may have the property of supporting a certain load but may appear too fragile to be trusted for this
purpose (Margolin, 1995).
Columns symbolize fortitude and constancy. It is a metaphorical heraldic device, implying that its bearer
supports others who are weaker. A serpent coiled round a column signifies wisdom with fortitude.
The temple building proper, was the dominant Greek building type, not only because it dominated the fabric of
the city, as its tallest- or its highest- building, but also because its most prominent feature, the column and beam
(and the exact relationship between them) in their different genders, was developed in and for the temple
building as the core of Greek architectural thinking and practice (Rykwert, 1999).
4.4.1 Support columns for symbolic effect
Symbolic knowledge, for the ancient architecture is, the better they can fulfill their task as depositories of
cultural memory. The system of column decoration was itself an integral part of this crucial body of knowledge;
they usually use explicit Characters for symbolic effect such as:
- Dendera Hathor temple:
In the city (Dendera) on the western shore of the Nile south of the city, Hathor was the goddess of peace, love,
happiness, music, and dance. Sistrum is an ancient Egyptian musical instrument closely associated with Hathor.
Hathor's head forms the top of the 24 columns (see fig.15) each column bears a four-sided capital, which
occupies about one third of the column height. (Assmann, 2003).The Egyptians believed that if they mistreated
Hathor, she would make everyone unhappy so no one would want to dance or sing.
- Classic columns:
Wisdom, Strength and Beauty are qualities related to the Grecian orders, which are 'suggested by the
diversity of form in the human frame'. The Master’s column, the Ionic, representing Wisdom (see fig.7), was
created to meet the need for grace and elegance, which were lacking in the earlier Doric order. The Ionic order
was employed in the erection of the temple of the goddess Diana This column 'is formed after the model of a
beautiful young woman, dressed in her hair', represented by the volutes, those lovely spiral scrolls appended to
each side of the capital. Senior Warden's or Doric column, the simplest of the Grecian orders, representing
Strength, is in a sense both counterpart and companion to the Ionic. It has no ornament except moldings on either
base or capital. The composition of this order is both grand and noble being formed after the model of a
muscular of a full grown man. It is principally used in structures where strength and a noble simplicity are
required.
The Junior Warden's or Corinthian column, representing Beauty, is the most sophisticated of the orders of
Grecian origin. It retains the volutes of the Ionic column, adding rows of leaves, and is ten diameters high, giving
it more slender and elegant proportions than the others. Paradoxically, this column, adorning the position of the
most junior of the three principal officers, is the most graceful, elegant and beautiful of the three (Curl, 1991).
- The Caryatids:
A sculpture used as a column, which represents a female figure (see fig.16). according to the Roman architect
Vitruvius, who speaks at the beginning of the first book of his "De Architectura", the name (karyàtis) means
"woman ": the women of that city of the Peloponnese in fact would have been enslaved, while keeping their
clothes and attributes matronly, after the defeat and destruction of their homeland, as punishment for the support
given to the Persians. Following the Greek architects would sorreggenti depicted as the weight of the building to
carry on the memory of the event (Martine, 1994). The explanation of Vitruvius should however be correlated
with prior wars between Greeks and Persians that took place at the beginning of the fifth century BC. Vitruvius
had thought, do not seem to betray the fatigue resulting from the hold the weight but rather seem to represent the
unperturbed.
In Romanesque art, frequent application of the human figure to the architectural decoration produces some
examples of figures used as supports “capital of the three caryatids". During the Renaissance (see fig.17), the
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pattern is again taken up along with many other decorative elements of classical origin. The search for an
overabundance Decorative favored used during the 17th and 18th centuries and the reason was also used
extensively in the field of neo-classical.
4.4.2 Non support columns for symbolic effect
Sculpture is a separate thing, as the easel picture, but it did not require a wall like the picture. It did not need a
roof. It is an object that could exist for itself alone, and it’s a well to give the character of a complete thing about
which one could walk, and which one could look at from all sides. And yet is has to distinguish itself somehow
from other things (Tucker, 1974). At the other hand the sculpture sometimes used to express the column effect
without supporting a roof such as:
- Trajan’s column:
It is a Rome column, built about 112 AD to celebrate Emperor Trajan’s victories (see fig.18). It is regarded as
one of the masterpieces of the ancient world with its 35 m (115 ft.) stylized Doric column. It is covered with an
unbroken band of relief sculpture containing 2,500 human figures (see fig.19) two thirds life-size (Stephenson,
2013).
- The endless column:
The Endless Column (often it is called the Column of Infinite) symbolizes the "Infinite Sacrifice, designed to
memorialize Romanian soldiers killed in World War I (see fig.20). The column is a quintessential example of
Modernist sculpture and it is considered by Sydnei Geist the top point of the modern Art Made from 17 cast-iron
pieces stacked a soaring 96 feet high with a half-unit at the top. The incomplete top unit is thought to be the
element that expresses the concept of the infinite (Alexandra, 2007). Brancusi had experimented with this form
as early as 1918. It was built, as Brancusi put it, to support the vault of heaven.
5. Conclusion and study results
By reviewing the historical development of structure methods, construction technologies, orders and materials in
one hand, and columns position as an aesthetical, functional and symbolical element, on the other hand, the study
found:
• Column through history was a supporting pillar with an aesthetical, functional and symbolical effects
(see fig. 21-1).
• With The use of modern construction systems, including open plan system and using partition walls
according to the structural columns grid, the columns become:
- Visible element: when column is within a structural grid at the open plan system. In this case it is a pillar
construction which eventually needs design proposals solutions to be acceptable in the interior design of the
whole space; it would be by adding materials as a mask to the pillar.
- An invisible element: when column is hidden within the wall partitions system. In this case, the column
disappeared and replaced as a pillar for the building. The intangible of column in interior space led the designer
to use non supporting columns instead (see fig. 21-2), in order to get an aesthetical, functional and symbolical
element, in addition for compensation of psychological sense of attribution in space.
• The study found that column turned from a pillar construction decorated in advance and Proud of what
it has to express meanings of aesthetic and symbolic reflect of place and time within design concept. On the
other hand, column turned to a constructional pillar hidden between walls, as to be shied of highlighting, and at
best conditions, the designer will start a new phase to hide the pillar within a design or a mask of finishing
materials. This case isolates structure from the rest of column positions, which was within the column
configuration, and replaced by non-supporting columns to perform all tasks except supporting. However the
cultural background and the historical experience add a psychological effect of supporting adding comfort to the
space of interior design. It is not necessary to be a supporting element in order to be a column. The reverse is not
true in all cases, because in the case of a hidden supporting column between the walls has abandoned all the
attributes of the column and only supporting attribution. In this case it is shifted from column to construction
pillar only.
• By the previous conclusion about the absence of supporting mandatory of the column, it led to the non-
mandatory use of rigid material.
• Through the study of various examples, the study found that the columns, through the historical
development used as a main purpose to support roof, but over time and found columns bearing roof symbolically,
Here comes the psychological factor (see fig. 21-3) and expertise in the sense of the role of column supporting,
in other words, it is not necessary to have a roof for column existing.
• The study found, through the evolution of column from of its inception through classic period and
modernity to this day that the column went through different issues:
- Different forms.
- Different materials.
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- Supporting columns and non-supporting columns.
- Roof existing and non-roof existing.
In all cases and with all the influence changes, the sense of human remains towards column, as a supporting
column that gives a reflection of stability and comfort in addition to the psychological aesthetic, functional and
symbolic in the method of interior design.
LISTS OF FIGURES
1: Huts made of branches 2: Stonehenge, beginning idea of stone column
3: Karnack temple of Ammon at 4: Inside Romanesque Church
the great hypostyle hall
5. Interior of the church of ST. Annunciate 6. The flexibility of design within a grid of column
7: The five main orders of columns.
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8: Mask for a concrete pillar 9: Johnson Wax Buildings
10: Using columns to divide space
11: Islamic Cultures, Balcony, Andalusia 12: Islamic Cultures, courtyard, Cordoba
.
13: Using non supporting Tuscan gypsum 14: Using non supporting column
columns to divide space. to determine zone
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15: Dendera Hathor temple 16: Caryatid: sculpture used as a column
17: The nymphaeum at 16th century palace 18: Trajan’s column in Rome
19: Details at Trajan’s column in Rome 20: The endless column
-1- -2- -3-
21: Column Rank in different cases (drawn by the Researcher)
Acknowledgment
The author is grateful to the applied sciences private University Amman- Jordan for the full financial support
granted to this research project (Grant No.DRGS-2012-2013-20)
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*Jeanan Shafiq is an architect working as a lecturer in Department of Interior Design at Applied Science Private
University, Amman, Jordan. Her area of interest includes the relationship between art and design in different
fields such as Architecture, Interior Design and landscape, focusing in her studies on the contemporary
architecture by analyzing the development through history to the present day.
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