The conjuring
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This document provides a site analysis and design summary for a proposed conjuring site. The 6000 square meter site will include a 2800 square meter built up area with a floor area ratio of 3.5%. Parking will be provided in the multi-occupancy structure and basement. The 8-floor and 6/3-floor building sections will be separated by expansion joints. The triangular shape with curved corners and sheared walls was chosen to avoid corners. Structural elements include isolation rubber pads, reinforced concrete hollow blocks, pile foundation, bracing at different levels, vertical and double-layer horizontal reinforcement, and shear walls with moment frames to handle lateral loads.
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- It has a twisting form composed of nine concrete cubes that twist 90 degrees from the base to the top.
- The central concrete core provides structural support, containing elevators and staircases. An exterior steel exoskeleton transfers wind loads and allows the concrete floors to cantilever.
- Construction began in 2001 and was completed in 2005, using a unique climbing form system to pour the concrete floors which rotated 1.6 degrees with each level.
- The skyscraper contains residential units and office space and utilizes sustainable design principles
Basic structure
Basic beam column structure construction and examples and lastly shell structure in short.
Rafiq azam buildings.Richerd Mier, Le Corbusier, Tadao Ando residences.
Bangladesh Liberation War museum
Sydney opera house
Building construction 2 project 1 report
The document describes the design process of a group of students in creating a temporary bus shelter. It details their initial design which utilized wood but failed. They redesigned the shelter with a skeletal structure using steel brackets, bolts, and a concrete foundation. Key elements of the successful design include a pitched roof for rainwater, columns arranged at a 25 degree angle for stability, and horizontal V-bracing between the columns. Load testing showed the arch-shaped bracing successfully distributed compression and tension forces to withstand weather conditions.
High Rise Structures case study - The Gherkin & Shanghai financial center.
Case studies on 1.St Mary Axe
(The Gherkin) & 2. Shanghai World Financial Center based on their architectural & construction details.
Arch.CE Portfolio
The document describes a 3D dynamic analysis of a 3-story steel building using SAP2000 software. A finite element model of the building was created and subjected to both response spectra analysis and time history analysis. The response spectra analysis yielded base shears of 2402.04kN and 3738.63kN in the X and Y directions respectively for a PGA of 1g. The time history analysis using the El Centro ground motion record yielded much higher base shears of 7.742x105 kN and 2.89x105 kN. Stress checks on structural members showed failure under the earthquake loads. The analyses demonstrated the building is not adequate to withstand seismic loads.
Details of arches
This document provides information about arches, including their definition, functions, elements, and technical terms. It describes different types of arches classified by shape (flat, segmental, semicircular, horseshoe, pointed, and Venetian) and material/workmanship (stone rubble/ashlar, brick rough/axed/gauged/purpose made, and concrete precast/monolithic). The construction process of arches involves three steps - installing centering or formwork, laying/casting the arch, and then striking or removing the centering after the arch gains strength.
31_SHRUTIGARG_BC_GROUPREPORT.pdf
The site report summarizes a construction site located near Taylor's University in Malaysia. It describes the site location and objectives of understanding construction processes and techniques. Site photos document ongoing work including a temporary work area, wastage management, and construction of slabs, beams, columns, footings, and pile foundations. Reinforced concrete and formwork is used throughout the structures. Scaffolding and safety measures are also noted. The report provides details on structural elements and reinforcement to understand the ongoing basement construction.
Chapter 5 formwork
Formwork is a temporary mold used to contain poured concrete until it cures and can support itself. It needs to be strong enough to support the weight of wet concrete and withstand pouring and compaction loads. New materials like steel and plastics are now used for formwork in addition to wood. Slipforming allows for continuous vertical pouring of concrete structures like building cores without relying on external support, by using a formwork that rises slowly on its own as concrete is added.
Trussed tube
The document discusses trussed tube structures, which use diagonal bracing on the exterior of the building. This bracing transfers both gravity and lateral loads, allowing the structure to resist wind and seismic forces more effectively. It eliminates the need for interior columns, increasing interior space flexibility. Examples given are the John Hancock Center, with distinctive x-bracing that absorbs forces in all dimensions, and the Onterie Center, with perimeter diagonal shear walls that allow for fewer, more widely spaced columns and larger windows than framed tube structures.
TUBE-STRUCTURES.ppt
The document discusses different tube structural systems used in tall buildings. It begins by introducing Fazlur Rahman Khan who first introduced the tube structural system. It then describes different types of tube systems including framed tube, tube-in-tube, bundled tube, and braced tube systems. For each system it provides details on the concept, behavior under loads, advantages and examples of buildings that use each system. The document also provides a table comparing the different tube systems based on material, configuration, efficient height limit, advantages and disadvantages.
IPT Training
1) The document provides details from a training report submitted by Sharath B at OM Shakthy Santha Towers Phase 3 project.
2) Key aspects of the project studied include pile foundation, construction of slabs and beams using concrete and reinforcement, building columns, and brickwork.
3) Safety measures at the construction site conform to ISO standards, and the trainee inspected curing processes, took measurements, and observed brickwork construction during the 10-day training.
Advance structural system. pptx
This document provides information about space frames, cable structures, and folded plate structures. It defines a space frame as a truss-like, lightweight rigid structure constructed from interlocking struts in a geometric pattern. Space frames can span large areas with few interior supports. Folded plates are assemblies of flat plates rigidly connected along their edges to form a structural system without additional beams. Cable structures derive their strength from tension forces in the cables rather than from bending or compression. Common cable structures include suspension bridges, cable-stayed bridges, and cable-supported roofs.
Flat slab design
This document provides details on the design and construction of flat slab structures. It discusses the benefits of flat slabs such as flexibility in layout, reduced building height and faster construction. Key considerations for design include wall and column placement, structural layout optimization, deflection checks, crack control and punching shear. Analysis involves dividing the slab into strips and determining moment and shear distributions. Reinforcement is arranged in two directions and detailing includes reinforcement lapping and service penetrations.
Milstein hall by oma.pptx
Milstein Hall is a 47,000 square foot building at Cornell University designed by OMA as a bridge between architecture buildings. It has a steel structure with long cantilevers, the longest extending 48 feet. The structure uses a hybrid of truss designs including Warren trusses and Vierendeel trusses composed of large steel members up to W14x730. The trusses are supported by columns on a strict grid and transfer loads to caisson foundations in the bedrock. The structure provides an open floor plan beneath exposed trusses and a green roof above.
Tube structures
The bundled tube structure meant that "buildings no longer need be boxlike in appearance: they could become sculpture." Hybrids. Hybrids include a varied category of structures where the basic concept of tube is used, and supplemented by other structural support(s).
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foundation and structural system of the shard building
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The conjuring
- 3. Areas: Site area : 6000 Sq.mts Built up area : 2800 Sq.mts. FAR : 3.5 % • Parking in the site is provided in the m.o.s and in the basement of six story block.
- 4. Evolution of FORM Shape of the form is such that to avoid corners in the building.Therefore first thought was the shape of triangle whose corners are curved and provided with sheared walls.
- 5. • Building is divided into two units- One portion which is of 8 floors and the other portion of 6 & 3 floors. Expansion Joints are provided between these two units. IDEAS USED IN DESIGN Expansion Joints UNIT B UNIT A
- 8. • Isolation rubber pads. • Use of Reinforced concrete hollow blocks. • Use of Pile Foundation. • Providing bracing at different levels. • ProvidingVertical Reinforcement. • Ball bearing in columns. • Double layer of reinforcement in chajjas. (cantilevered) • Shear wall along with the moment resistant frame take care of the lateral loads. • Uniform distribution of loads. • Opening are centrally placed away from the corners as far as possible. • Providing extra vertical and horizontal reinforcement along opening of doors. CONSTRUCTION TECHNIQUES Reinforced Concrete Blocks
- 9. Ball Bearing in columns Isolation rubber pads
- 11. FRONT ELEVATION
- 12. VIEW
- 13. VIEW
- 14. Rooms layout
- 16. THANKYOU DINAKAR RAJ, SANDI PRASHANTH, KASUKURTHI PRASHANT. RAJESH KUMAR, IMRAN KHAN, ARSHAD NALAKANTH, ASHMITA DAS, YAKSHA CHAKRAVARTY, VARUN GOYAL, RACHIT SINGHAI.