The document discusses different types of high-rise buildings. It defines high-rises and provides reasons for their increasing demand, including scarcity of land and desire for aesthetics. It describes various structural loads high-rises must withstand and common construction materials used. It also lists top 10 high-rise buildings worldwide and examples in Pakistan. Finally, it outlines different high-rise structural systems such as braced frames, shear walls, tube structures, and their advantages.
A short and elaborate Case Study on High Rise Buildings for the course of Advanced Building Construction from students of 8th Semester Architecture at VNIT, Nagpur (January- April 2017)
A short and elaborate Case Study on High Rise Buildings for the course of Advanced Building Construction from students of 8th Semester Architecture at VNIT, Nagpur (January- April 2017)
A presentation that explains the various systems and techniques of employing steel and concrete to support long span structures. The range varies from conventional beams, to trusses and portal frames.
As for high rise buildings, these are generally above six floors or stories in height. Also, most high rise buildings are 100 meters in height. (These should not be confused with “skyscrapers,” which are generally much taller, as little or as much, as 200 meters in height.
A high-rise building is a tall building, as opposed to a low-rise building and is defined differently in terms of height depending on the jurisdiction. It is used as a residential, office building, or other functions including hotel, retail, or with multiple purposes combined.
Shell structure, In building construction, a thin, curved plate structure shaped to transmit applied forces by compressive, tensile, and shear stresses that act in the plane of the surface.
One of the most efficient structural systems against heavy wind loads is the bundled tube structural system
The first person to implement the bundled tube structural system was Fazlur Rahman Khan from Dhaka, Bangladesh with the design of the DeWitt-Chestnut Apartments in Chicago, Illinois.
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).
framed tube structure
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tube frame building kits
tube structure buildings
tube framed buildings
interesting civil engineering topics
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A presentation that explains the various systems and techniques of employing steel and concrete to support long span structures. The range varies from conventional beams, to trusses and portal frames.
As for high rise buildings, these are generally above six floors or stories in height. Also, most high rise buildings are 100 meters in height. (These should not be confused with “skyscrapers,” which are generally much taller, as little or as much, as 200 meters in height.
A high-rise building is a tall building, as opposed to a low-rise building and is defined differently in terms of height depending on the jurisdiction. It is used as a residential, office building, or other functions including hotel, retail, or with multiple purposes combined.
Shell structure, In building construction, a thin, curved plate structure shaped to transmit applied forces by compressive, tensile, and shear stresses that act in the plane of the surface.
One of the most efficient structural systems against heavy wind loads is the bundled tube structural system
The first person to implement the bundled tube structural system was Fazlur Rahman Khan from Dhaka, Bangladesh with the design of the DeWitt-Chestnut Apartments in Chicago, Illinois.
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).
framed tube structure
structure tube furniture
structure tube canada
tube structural system
tube structure design
tube frame building kits
tube structure buildings
tube framed buildings
interesting civil engineering topics
civil engineering topics for presentation
seminar topics pdf
best seminar topics for civil engineering
civil seminar topics ppt
civil engineering seminar topics 2019
seminar topics for mechanical engineers
mechanical engineering seminar topics 2018
High Rise Building Structure Systems Types
Slide Contents :
INTRODUCTION
INTRODUCTION TO HIGH-RISE DESIGN
DEMANDS FOR HIGH RISE BUILDING
MATERIAL
TYPES OF SYSTEMS
CONSTRUCTIONAL DETAILS
ADVANTAGES AND DISADVANTAGES
High rise Office Building Technical Design Guidelines in MalaysiaZhao Wei Kim
A compilation of Malaysia's high-rise office building design guideline on the technicality, especially on fire fighting requirements and other relevant services.
Credit to: UTM Lecturer
The lecture is in support of:
(1) The Design of Building Structures (Vol.1, Vol. 2), rev. ed., PDF eBook by Wolfgang Schueller, 2016: chapter 4.
(2) Building Support Structures, Analysis and Design with SAP2000 Software, 2nd ed., eBook by Wolfgang Schueller: chapter 13.
Secondary Case Study on The Gherkin Building, London.
Presented as part of the Structures Seminar for B.Arch. Programme at School of Planning & Architecture, New Delhi, India
This slide explains different structural systems used in high rise buildings.what is the true meaning of high rise building ?
aims of high rise? objectives of high rise?
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
2. Introduction & Definition
Emporis Standards defines: A multi-story structure between 35–100
meters tall, or a building of unknown height from 12–39 floors.
Or
A high-rise is a tall building or structure: Buildings between 75 feet
and 491 feet (23 m to 150 m) high are considered high-rises. Buildings
taller than 492 feet (150 m) are classified as skyscrapers.
Or
The international conference on fire safety: Any structure where the
height can have a serious impact on evacuation.
3. Demand for high-rise Building
1. Scarcity of land in urban areas
2. Increasing the demand for business and
residential space
3. Economic growth
4. Technological advancements
5. Innovations in structural systems
6. Desire for aesthetics in urban settings
7. Concept of city skyline
8. Cultural significance and prestige
9. Human aspiration to building higher
5. Construction materials
Advantages are:
Plasticity
Easily availability
Easy in casting
Non corrosive
Can be cast in situ
Disadvantages are:
Cost of form
Dead weight
Difficulty in pouring
CONCRETE:- cellular concrete of clay-gypsum &
invention of light weight concrete.
FERRO CONCRETE:-it is layer of fine mesh
saturated with cement.
GUNITE:- it is also known as shot Crete.
compressed air to shoot concrete onto (or into) a frame or
structure. Shot Crete is frequently used against vertical soil
or rock surfaces, as it eliminates the need for
formwork.
GLASS:- float glass with double glass is used in tall buildings .
Tempered glass is used in tall buildings instead of plain glass,
as that would shatter at such height.
Materials used for high rise buildings: concrete, steel, glass, cladding material, high alumina
cement used for roofs & floors. It contains bauxite instead of clay, cement, Portland cement of
lime stone, silica.
6.
7.
8.
9. List of Top 10 High-Rise Buildings
# Building City Floors Height Year
1 Burj Khalifa Dubai 163 828 m 2010
2 Makkah Clock Royal Tower [Abraj Al Bait] Makkah 95 601 m 2012
3 Taipei 101 Taipei 101 509 m 2004
4 Shanghai World Financial Center Shanghai 101 492 m 2008
5 International Commerce Centre [Union
Square]
Hong Kong 118 484 m 2010
6 Petronas Tower 1 [Petronas Towers] KualaLumpur 88 452 m 1998
7 Petronas Tower 2 [Petronas Towers] KualaLumpur 88 452 m 1998
8 Nanjing Greenland Financial Center Nanjing 66 450 m 2010
9 Willis Tower Chicago 108 442 m 1974
10 Kingkey Finance Tower Shenzhen 100 442 m 2011
10. Completed High Rise-Buildings in Pakistan
Sr # Name City Height Floors Year
1 Ocean Towers (formerly Sofitel) Karachi 120 m 394 ft 30 2012
2 MCB Tower Karachi 116 m 381 ft 29 2005
3 Telecom Tower Islamabad 113 m 371 ft 24 2011
4 The Centaurus Tower 1 Islamabad 114m 375 ft 32 2012
5 The Centaurus Tower 2 Islamabad 110m 361 ft 32 2012
6 The Centaurus Tower 3 Islamabad 110m 361 ft 32 2012
7 Arfa Software Technology Park Lahore 106 m 348 ft 19 2011
8 Dolmen City Karachi 102 m 335 ft 21 2011
10 Habib Bank Plaza Karachi 101 m 331 ft 22 1963
11 Chapal Plaza Karachi 101 m 331 ft 22 1985
11. Type of High-Rise Structure
1. Braced Frame
2. Rigid Frame Structure
3. Infilled Frame Structure
4. High efficiency Mega-Braced frame system
5. Flat Plate and Flat Slab Structure
6. Shear wall structure
7. Core Structure system
8. Framed tube structure
9. The trussed tube
10. Bundled tube structure
11. Outriggers system
12. Tube in tube
12.
13. Advantages:-
•Girders only participate minimally in the lateral
bracing action-Floor framing design is independent
of its level in the structure.
•Can be repetitive up the height of the building with
obvious economy in design and fabrication.
Disadvantages:-
Obstruct the internal planning and the locations of
the windows and doors; for this reason, braced bent
are usually incorporated internally along wall and
partition lines, especially around elevator, stair, and
service shaft.-Diagonal connections are expensive to
fabricate and erect.
14. Rigid Frame Structure
The word rigid means ability to resist the
deformation. Rigid frame structures can be defined
as the structures in which beams & columns are
made monolithically and act collectively to resist the
moments which are generating due to applied load.
15.
16. Infilled Frame Structure
Most usual form of construction for tall buildings up to 30 stories in height Column and
girder framing of reinforced concrete, or sometimes steel, is in-filled by panels of brickwork,
block work, or cast-in-place concrete. Because of the in-filled serve also as external walls or
internal partitions, the system is an economical way of stiffening and strengthening the
structure. The complex interactive behavior of the infill in the frame, and the rather random
quality of masonry, has made it difficult to predict with accuracy the stiffness and strength
of an in-filled frame.
17.
18. Flat plate: The flat plate is a two-way
reinforced concrete framing system utilizing a
slab of uniform thickness, the simplest of
structural shapes.
Flat slab: The flat slab is a two-way reinforced
structural system that includes either drop
panels or column capitals at columns to resist
heavier loads and thus permit longer spans.
Flat-Plate and Flat Slab Structure
19. • A type of rigid frame construction.
• The shear wall is in steel or concrete to provide greater lateral
rigidity. It is a wall where the entire material of the wall is employed
in the resistance of both horizontal and vertical loads.
• Is composed of braced panels (or shear panels) to counter the
effects of lateral load acting on a structure. Wind & earthquake loads
are the most common among the loads.
• For skyscrapers, as the size of the structure increases, so
does the size of the supporting wall. Shear walls tend to be used only
in conjunction with other support systems.
Shear wall system
20.
21. FRAMED-TUBE STRUCTURES]
The lateral resistant of the framed-tube structures is provided by very
stiff moment-resistant frames that form a “tube” around the perimeter
of the building.
The basic inefficiency of the frame system for reinforced concrete
buildings of more than 15 stories resulted in member proportions
of prohibitive size and structural material cost premium, and thus
such system were economically not viable.
The frames consist of 6-12 ft (2-4m) between centers, joined by deep
spandrel girders.
Gravity loading is shared between the tube and interior column or walls.
When lateral loading acts, the perimeter frame aligned in the direction of loading acts
as the “webs” of the massive tube of the cantilever, and those normal to the direction
of the loading act as the “flanges”.
The tube form was developed originally for building of rectangular plan, and probably
it’s most efficient use in that shape.
Dewitt chestnut
22. THE TRUSSED TUBE
The trussed tube system represents a classic solution for a tube
uniquely suited to the qualities and character of structural
steel.
Interconnect all exterior columns to form a rigid box, which can
resist lateral shears by axial in its members rather than through
flexure.
Introducing a minimum number of diagonals on each façade
and making the diagonal intersect at the same point at the
corner column.
The system is tubular in that the fascia diagonals not only form
a truss in the plane, but also interact with the trusses on the
perpendicular faces to affect the tubular behavior. This creates
the x form between corner columns on each façade.
Relatively broad column spacing can resulted large clear spaces
for windows, a particular characteristic of steel buildings.
The façade diagonalization serves to equalize the gravity loads
of the exterior columns that give a significant impact on the
exterior architecture.
John Hancock Center
introduced trussed tube
design.
Recently the use of perimeter diagonals – thus
the term “DIAGRID” - for structural effectiveness
and lattice-like aesthetics has generated renewed
interest in architectural and structural designers
of tall buildings.
Introducing a minimum
number of diagonals on
each façade and
making the diagonal
intersect at the same point
at the corner column
23. The concept allows for wider column
spacing in the tubular walls than would be
possible with only the exterior frame tube
form.
The spacing which make it possible to place
interior frame lines without seriously
compromising interior space planning.
The ability to modulate the cells vertically
can create a powerful vocabulary for a
variety of dynamic shapes therefore offers
great latitude in architectural planning of
at all building.
Burj Khalifa, Dubai.
Sears Tower, Chicago.
BUNDLED TUBE SYSTEM
24.
25. TUBE-IN-TUBE SYSTEM
This variation of the framed tube
consists of an outer frame tube, the
“Hull,” together
with an internal elevator and service
core.
The Hull and core act jointly in resisting
both gravity and lateral loading.
The outer framed tube and the inner
core interact horizontally as the shear
and flexural components of a wall-
frame structure, with the benefit of
increased lateral stiffness.
The structural tube usually adopts a
highly dominant role because of its
much greater structural depth.
Lumbago Tatung Haji
Building, Kuala Lumpur