This document provides information about a study on the analysis and design of high-rise buildings. It defines what constitutes a high-rise building and explores the various factors driving demand for them. It examines the history of tall buildings and provides a chart showing increases in building heights over time. It also discusses structural systems and loads, including gravity, lateral and special loads. Core functions, parking considerations and case studies of high-rise projects are presented.
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)
Report on Tall Buildings
Project: High Rise Buildings
Level 3: Term 2
Year: 2018
Department Of Architecture, Chittagong University of Engineering & Technology
The Report is done by : Ayan Barua Kanchan (1406013) ; Sakibul Hasan (1406018), Nusrat Nova (1406028); Mejbah Sakib (1406027); Asif Mohammad Tanvir ( 1306028)
a space frame or space structure is a rigid, lightweight, truss-like structure constructed from interlocking struts in a geometric pattern. Space frames can be used to span large areas with few interior support
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.
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.
Its a brief analysis of one world trade center from architectural perspective. It also provides the idea of design concept used to build this building.
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.
If this little use of my brain cells can be of any help resulting in a positive image of Pakistan and
building better and “true” understanding of its beautiful places and very talented people among the
international community – I will be happy.
Report on Tall Buildings
Project: High Rise Buildings
Level 3: Term 2
Year: 2018
Department Of Architecture, Chittagong University of Engineering & Technology
The Report is done by : Ayan Barua Kanchan (1406013) ; Sakibul Hasan (1406018), Nusrat Nova (1406028); Mejbah Sakib (1406027); Asif Mohammad Tanvir ( 1306028)
a space frame or space structure is a rigid, lightweight, truss-like structure constructed from interlocking struts in a geometric pattern. Space frames can be used to span large areas with few interior support
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.
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.
Its a brief analysis of one world trade center from architectural perspective. It also provides the idea of design concept used to build this building.
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.
If this little use of my brain cells can be of any help resulting in a positive image of Pakistan and
building better and “true” understanding of its beautiful places and very talented people among the
international community – I will be happy.
A skyscraper is a very tall, building. The minimum height requirement currently to be accepted as skyscraper is 800 feet (244 meters). The word skyscraper was first known to such buildings in the late 19th century, which reflects public amazement at the tall buildings that are being built in New York City. The structural definition of the word skyscraper was later refined by architectural, historians, based on engineering developments of the 1880's that had enabled construction of tall multi-story buildings. This definition was based on the steel skeleton as opposed to constructions of load-bearing masonry, which passed their practical limit in 1891 with Chicago's Monadnock Building.
Thus, this PDF deals with the construction and details of various skyscrapers along with their advantages and challenges both technically as well as in general perception. Necessary diagrams are given along with proper explanations.
In order to view this Chapter 3 Building Construction Jeopardy in game format, you must download and then view as Slide Show in PowerPoint format. If you do not have PowerPoint, you can download PowerPoint Viewer by going to www.microsoft.com, under Microsoft "Home and Office" choose PowerPoint Viewer 2003
While Designing a High rise Load & Structural Analysis is major factor to consider. Here we analyzed some data and try to describe briefly. We hope that it will help you lot :) Done by Neeti Lamic, Bayezid, Sykot Hasan
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?
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
Tube structures and its type with comparison .Udayram Patil
Hollow tube section always provide greater strength. So the same concept is applied to the building. Tubed system is designed to act like a three dimensional hollow tube structure which result in increased load resistance .
Video Lecture: https://youtu.be/zoj6DYMvg2I
Structural System in High Rise building or Tall Building
Emporis standards-
“A multi-story structure between 35-100 meters tall, or a building of unknown
height from 12-39 floors is termed as high rise.
The International Conference on Fire Safety –
"any structure where the height can have a serious impact on evacuation“
Massachusetts, United States General Laws –
A high-rise is being higher than 70 feet (21 m).
Buildings higher than 100m is termed as skyscraper according to emporis.
Buildings 300m or higher is termed as super tall and buildings 600m or taller is termed as mega-tall.
Structural systems in high rise building and analysis methodsDP NITHIN
This presentation is about the structural systems in tall buildings and also consists of overview of methods of analysis in tall buildings like linear and non linear seismic analysis.
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/
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
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.
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
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.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
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.
Final presentation by Akramul masum from southeast university bangladesh.
1. TALL BUILDING: STUDY REPORT
SITE & ACTIVITY: STUDY &
ANALYSIS
SOUTHEAST UNIVERSITY
DEPARTMENT OF ARCHITECTURE
2. What is a high-rise building?
“A building whose height creates different
conditions in the design, construction, and use
than those that exist in common buildings of a
certain region and period.”
3. • Scarcity of land in urban areas
• Increasing demand for business
and residential space
• Economic growth
• Technological advancements
• Innovations in Structural Systems
• Desire for aesthetics in urban
settings
• Concept of city skyline
• Cultural significance and prestige
• Human aspiration to build higher
Demand for High-Rise Buildings
•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.
•The materials used for the
structural system of high-rise
buildings are reinforced concrete
and steel. Most American style
skyscrapers have a steel frame,
while residential tower blocks are
usually constructed out of
concrete.
4. • The great pyramid of
Giza, 2560 bc, was 146
meters tall and its height
was unsurpassed until at
least the 14th century ad.
• The two towers of
bologna in the 12th
century reached 97.2
metres in height.
• The 16th-century city of
shibam consisted entirely
of over 500 high-rise
tower houses.
MEDIEVAL PERIOD
•
HISTORY
EARLY PERIOD
•An early development
was oriel chambers in
liverpool.
•Designed by local
architect peter ellis in
1864,
• The building was the
world's first iron-framed,
glass curtain-walled
office building.
7. STRUCTURAL AND CONSTRUCTION ASPECTS
the floor slab & its supporting beams are on the 10th or
100th storey. Since each floor carries more or less the
same load. This is not the case with the core’s columns,
which carry the weights of all the floors above. The
lower-floor columns carry much larger than those at the
top. The topmost columns carry only the load of the roof
& their own weight.
What is Structure
Efficiency
- Materials
- Gravity
System
- Lateral
System
-Foundation
Constructability
- Simplicity
- Time
11. Structural Systems
Analyses of structural loads are generally given
precedence in calculations/design measurements
For high-rises. A structural equivalent load is often
used to analyze the dynamic influence and yet
dynamic are often especially important both for
construction and operation.
13. Types of floor systems
•In concrete floor systems, slabs of
uniform thickness are often used with
spans of 3m to 8m.
•Beam and slab system is used with
beams spaced at 3m to 8m. Beam
depths of L/15 to L/20 are used.
Concrete floor system
Concrete floor
Steel Floor Systems
•In steel floor systems, we use reinforced
concrete slabs on steel beams. Thickness
of slabs is in the range of L/30 to L/15 of
the span.
•The stub lengths are 1.5m to 2m long.
Stub girders are of composite
construction.
•Concrete • Prestressed concrete
• Steel • Composite
14. Prestressed concrete is a method for
overcoming concrete’s natural weakness in
tension. It can be used to produce beams ,
floors or bridges
Prestressed concrete Composite
15. 1.Braced Frame
2.Rigid Frame Structure
3.Infilled Frame Structure
4.Flat Plate and flat slab
Structure
5.Shear wall structure
6.Coupled wall structure
7.Wall-frame structure
8.Framed tube structure
9.The trussed tube
10.Tube in tube or Hull core
structure
11.Bundled tube structure
12.Hybrid structure
13.Core and Outrigger
system
Type of High-Rise Structure
16. Shear Frame System
• Resists lateral deformation by
joint rotation
• Requires high bending stiffness of
columns and beams
• Rigid joints are essential for
stability
• Not effective for heights over 30
stories
Braced Frame System
• Lateral forces are resisted by
axial actions of bracing and
columns
• Steel bracing members or
filled-in bays
• More efficient than a rigid
frame
Frame-shear truss interaction
Braced Frame System
17. Wall-Frame Structure
•The walls and frame interact
horizontally, especially at the top, to
produce stiffer and stronger structure.
The interacting wall-frame combination
is appropriate for the building in the 40
–60 story range, well beyond that of
rigid frames or shear walls alone.
•The braced frames behave with an overall
flexural tendency to interact with the shear
mode of the rigid frames.
Rigid Frame Structure
•Consist of columns and girders
joined by moment resistant
connections. Lateral stiffness of
a rigid frame bent depends on
the bending stiffness of the
columns, girders, and
connection in the plane of the
bents.
•It suited for reinforced concrete
buildings and steel frame
18. Flat-Plate and Flat Slab Structure
•it consists of uniforms slabs, connected
rigidly to supporting columns.
•Economic for spans up to about 25 ft
(8m),above which drop panels can be
added to create a flat-slab structure for
span of up to 38 ft (12m).
•Suitable for building up to 25 stories
height.
In-filled Frame Structure
make it difficult to predict with
accuracy the stiffness and
strength of an in-filled frame.
In-filled Frame Structure
In-filled
19. Shear Wall Structure
•Technology exists to pump and to place
high-strength concrete at high elevation.
•Fire rating for service and passenger
elevator shafts is achieved by simply
placing concrete of a determined
thickness.
•Shear wall formed around elevator and
service riser requires a concentration of
opening at
ground level where stresses are critical.
•Shear wall vertical movements will
continue throughout the life of the
building.
Coupled Wall Structure
•Consist of two or more shear walls in the
same plane, or almost the same plane,
connected at the floor levels by beam or
stiff slabs.
•Suited for residential construction where
lateral-load resistant cross walls, which
separate the apartments, consist of in-
plane coupled pairs, or trios, of shear walls
between which there are corridor or
window openings.
Shear wall structure
Shear wall
Coupled wall
Coupled Wall Structure
20. The Trussed tube
•Interconnect all exterior columns to
form a rigid box, which can resist lateral
shears by axial
• Making the diagonal intersect at the
same point at the corner column.
•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.
Example of trussed tube
Tube-in-Tube or Hull Core Structure
•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.
21. Bundled-Tube structures
•The concept allows for wider
column spacing in the tubular walls
than would be possible with only
the exterior frame tube form.
•It modulate the cells vertically can
create a powerful vocabulary for a
variety of dynamic shapes
Core and Outrigger Systems
•The outrigger systems may be formed in any combination of steel,
concrete, or composite construction.
•the complete elimination of uplift and net tension forces
throughout the column and the foundation systems.
•Exterior framing can consist of “simple” beam and column
framing without the need for rigid-frame-type connections,
resulting in economies.
•Locating outrigger in mechanical and the natural
sloping lines of the building profile
22. Vertical Loads
LOADS ON THE HIGHRISE STRUCTURES
•Dead loads arise from the
weigh to the individual
construction elements and
the finishing loads.
•Live loads are dependent
on use depending on the
number of stories; live
loads can be reduced for
load transfer and the
dimensioning of vertical
load-bearing elements.
· However, the reduction of
the total live load on a
construction element may
not exceed 40%.
Horizontal loads
•Calculation of
lateral loads should
be carefully
scrutinized.
•It generally arises
from unexpected
deflections, wind
and earthquake
loads
Vertical load
Horizontal load
Ground surface
Steel beam
Foundation
Steel column
23. Structural Loads
• Gravity loads
– Dead loads
– Live loads
– Snow loads
• Lateral loads
– Wind loads
– Seismic loads
• Special load cases
– Impact loads
– Blast loads
Earthquake Load
Blast
Load
Wind Load
Impact
Load
Snow Load
Dead Loads
Live Loads
Wind
load
26. STUDY ON HIGH RISE BUILDING: PARKIN
Parking is the act of stopping a vehicle and
leaving it unoccupied for more than a brief
time . Parking facilities are constructed in
combination with most buildings ,to facilities
the coming and going of the buildings
users.
5’6”
5’3”
14’
Measurement of car
32. Core of High-rise building
In tall buildings in particular, the
service core can provide the principal
structure
Element for both the gravity load-
resisting system and lateral load-
resisting system,
With the latter becoming increasingly
important as the height of the building
increases.
Function of core
Vertical circulation 1.Lift
2.Lobby
3.Fire stair
4.Toilet zone
5.Duct
6.Mechanical room
-Elevators
-Escalators
-Stairs
-Ramp
34. Central core Split core End core Atrium core
Plan
Single tenant
Double tenant
Multiple tenant
Detail of Core
35. Diagram of elevators (three zone system in which
Users have to change floors after each zone
Zone 3
Zone 2
Zone 1
Mechanical
Mechanical
Mechanical
36. Elevator
Escalators are "moving stairs" where
the tread moves on a track at an incline
or decline to transport people from one
floor to another.
Escalators
Stair
6”
10”
6”
Elevator shafts are demanding areas within
a building., especially when it involves
measuring the dimensions.
37. 1. Reception for 3 person 40 sft
2. Lobby for 50 person 300 sft
3. Waiting room for 30 person 200 sft
4. Auditorium for 200 person 4000 sft
Green room, Toilet, Stage, Stair
5. Prayer room for 50 person 300 sft
6. Café for 80 person 1700 sft
7. Storage room 500 sft
8. Substation room 1000 sft
9. Guard room 120 sft
10. Bank space 4500 sft
TOWER FUNCTION
1. official space, (5000-6000sft)
service core per floor
BASEMENT FUNCTION
1. 3 floor
2. Parking car, Parking bike
3. Generator room 300 sft
4. Water machine room 400 sft
5. Chiller room 250 sft
6. Control room 80 sqft
7. Security room 120 sqft
8. Drivers waiting room 150 sft
SERVICE CORE/ FLOOR
1. Lift
2. Stair
3. Fire exit
4. Toilet zone 500 sft
5. Kitchen room 80sft
6. Ac duct 100 sft
7. Electrical room 150 sft
PODIUM FUNCTION 1- 3 FLOOR
Top of the Tower
Machine room [chiller & aver ]
38. STAIR, RAMP & FIRE EXIT OFFICIAL BUILDING
STAIR
Minimum required Stair wide 1.5 meter
RAMP
Minimum required for car 1:8
Maximum required for car 1:15
FIRE EXIT
Per head user person floor area -------------------------10 gross
50> ------------------------1.1m
FIRE EXIT PASSAGE
<50 ------------------------0.9m
150 > ------------------------1.8m
LIFT
Per lift lobby space -------------------------1.5*1.5m
TOILET
Per floor total gross area ------------------------------5% toilet area
Minimum toilet volume ------------------------------ 1.5*1.5meter
PAGE-3051
PAGE-3070
PAGE-3065
PAGE-3075
PAGE-3075
Means of Escape, has three parts : 1. Exit Access, 2 . Exit, 3. Exit Discharge
39. FIRE EXIT
Per head user person width of exit ------------------------- without sprinkler system
Stair , Ramp & Corridor , Door 8 mm , 5 mm , 4 mm.
With sprinkler system -------------------- Stair , Ramp & Corridor , Door
PAGE-3066
5mm , 4 mm , 4 mm.
FIRE EXIT PASSAGE WAY DISTANCE PAGE-3067
Maximum required for 50 person -------------------- 23 m
40. Design Criteria:
01 Maximum ground coverage (MGC) 50%
02 Basic FAR ( for 12 m road width ) 9.5
03 Podium 75% OF
LAND AREA
04 Additional ground coverage for Parking, Drive way, Paved
area
(25% of land
area)
05 Mandatory green area (25% of land
area)
Floor Area Ratio (FAR) = Total Floor Area / Land Area
Total Floor Area = Floor Area Ratio (FAR) * Land Area
= 9.5 * Land Area
FAR ANALYSIS
43. PROJECT OVERVIEW
Project name: Babylonia
Architect: Mustapha Khalid
Palash
Location: Bir Uttam Mir
Shawkat Sarak, Tejgoan
Land area: 40 katha, 28818
sq.ft
Occupancy type: commercial
Building stories: 12 stories + 3
basement
No of floor: 14
Size of spaces: 4363-14566
sq.ft
No of lift: 5
Car parking :128+
44. Concept
The concept is to relate is to office space
with its surrounding environment and
cityscape through urban scaled gigantic
windows, let insiders enjoy the city
specifically the northern greener Dhaka.
The hanging garden of Babylon, the most
impressive example of ancient
architecture still
so relevant and so adaptable for
modern building concept of Green
Architecture.
45. Structural Design
Criteria
•Structural design parameters to be
based on BNBC, ACI and ASTM
code.
•For all service connections British /
Amerian / BNBC building code will
be followed
•Consider wind load up to 210km/hr.
•Building is design to sustain
earthquake load with return period of
100 years.
•All RCC works will withstand
crushing strengths of 4500 psi after
28 days curing period and for column
and 30000 psi for other member.
General Floors and terraces
Best quality homogeneous tiles (RAK or equivalent 24“ * 24“
/ 16“ * 16") on general floors with good quality terrace tiles
(As per design)
50. GROUND FLOOR PLAN
1. Lift Lobby
2. Stair
3. Fire Exit
4. Toilet Block
5. Commercial space 423 sq.ft
6. Commercial Space 5311 sq.ft
7. Void Above
8. Water Body
9. Entry Plaza
18ft wide internal drive way Control
Room
51. BUILDING MANAGEMENT SYSTEM (AS PER DESIGN)
Air Distribution System.
Ventilation System
The ventilation for car parking lot.
cooling plant (includes chiller, condenser pump, chiller water pump & extant
fan from chiller room) will be monitored & controlled by chiller management
system (CMS) in coordination with BMS.
Public area lighting via lighting control system.
air conditioning system such as AHUs, VAV, pumps, fans etc.
Chillers. heat exchanges & pumps via chiller manager with high level
interface.
52. •Metering (main utility meters) including
gas, water & electricity.
•Generators (monitoring).
•fire alarms (high level interface).
•Smoke control fans (monitoring)
•Main power supply system (monitoring)
•Lifts (high level interface)
•Security system(monitoring)
•Fire & domestic water level in water tanks
(monitoring)
•Sufficient height of basement one to
arrange multi level car parking in future.
1.Lift Lobby
2.Stair
3.Fire Exit
4.Toilet Block
5.Commercial space
53. CASE STUDY-02
FIELD SURVAY, DHAKA
A.Bangladesh chemical industry corporation
(BCIC).
Architect: Bashirul haq.
B.Babiloniya, Tajgao.
Architect: khan Md. Mostafa kahled Polas
57. CASE STUDY-02
FIELD SURVAY, DHAKA
A.Bangladesh chemical industry corporation
(BCIC).
Architect: Bashirul haq.
B.Babiloniya, Tajgao.
Architect: khan Md. Mostafa kahled Polas
65. • Reinforced concrete
– large net tension forces exist can negate the inherent efficiency of concrete in compression
resistance
– Walls become thick
• Concrete
– Fire-resistance, in particular of lift and piping shafts, is good
– Execution is efficient
– Lateral forces can be transmitted employing the surrounding skeleton
– sufficient stiffness
Materials:
67. Architect : T.R. Hamzah & Yeang Sdn
Bhd
Client:
URA (Urban Redevelopment
Authority) Singapore (Sponsor)
EDITT (Ecological Design in The
Tropics) (Sponsor)
NUS (National University of
Singapore) (Sponsor)
Location: Junction of Waterloo Road
and Victoria Street, Singapore
Nos. of Storeys: 26
Date Start:1998 (Competition: design)
Completion Date: Pending Areas:
Total gross area: 6,033 sqm
Total nett area: 3,567.16 sqm
Total area of plantation: 3,841.34 sqm
Site Area: 838 sqm
Plot Ratio: 7.1EDITT Tower – Project Team
Principal-in-charge: Dr. Ken Yeang
Project Architect: Andy Chong
Design Architects: Ridzwa Fathan (PIC), Claudia Ritsch,
Azman Che Mat
Design Team: Azuddin Sulaiman, See Ee Ling
Drafting: Sze Tho Kok Cheng
C&S and M&E Engineers: Battle McCarthy (London)
Embodied Energy Expert: Bill Lawson (University of
Sydney)
Swan & Maclaren Architects: James Leong (Architect-of-
Record)
EDITT Tower – Building Information
68. Design Features
Our design sets out to demonstrate an
ecological approach to tower design. Besides
meeting the Client’s program requirements for
an exposition tower (i.e. for retail, exhibition
spaces, auditorium uses,etc.), the design has
the following ecological responses
Loose- fit design (e.g Sky courts,
removable partition,
Removable floor, mechanical-jointing,
flexible design).(Increase space function
reusability over the-150 years Life span) .
69. Level-2:
Service core, food court.
Level-3:
Service core, Art & craft stalls.
Level-4:
Same of ass level 3
Dr. Yeang is among the leaders who
seek to prove not only that wind,
rain, sun and nature can and should
be in harmony with human
development, but that the
ecologically balanced urban
environment is itself a living
organism
70. Level-5:
Service core, food court.
Level-6:
Service core, Cafe.
Level-9:
Service core, Auditorium, Seating area.
Level-10:
Service core, sky park, seating, upper
link.
The architects have completed a study
of the embodied energy and
greenhouse-gas efficiency of the
building materials as well, but have
opted in some cases for higher energy
intensity construction materials,
especially the solar panels due to their
payback in energy during the life of
the building and recyclable building
materials such as steel and
aluminium. Composite timber-floor
cassettes will replace the commonly
used concrete floors to achieve gains
in energy-efficient construction.
71.
72. The building will have over 55% water self-sufficiency
based on collection or rainwater and water reuse relying on
built-in filter systems. In a country which captures less
than 60% of its own fresh water needs and is currently
reliant on its neighbor, Malaysia, for water, this is an
especially important feature.
73. The EDITT tower will achieve
almost 40% energy self-
sufficiency through a system of
solar panels.The 26-story high-rise will boast
photovoltaic panels, natural
ventilation, and a biogas generation
plant all wrapped within an
insulating living wall that covers half
of its surface area. The verdant
skyscraper was designed to
increase its location’s bio-diversity
and rehabilitate the local ecosystem
in Singapore’s ‘zero culture’
metropolis.
75. Structural columns will be concealed within the building's faceted glass skin,
while a series of shading fins will help to reduce solar gain.
76. Diagonal Tower
Structure in General
skyscraperBuilding type
Building status planned [approved]
Facade material glass
Usage
Main usage commercial office
Side usage shop(s)
Location
Address as text Yongsan International
Business District
City Seoul
Province Seoul Metropolitan City
Country South Korea
Technical Data
Height
(architectural)
343.00 m
Floors (above
ground)
64
Construction end 2016
Involved Companies
Architect:
Skidmore, Owings & Merrill LLP
Features & Amenities
Sky lobby is present
Identification
Name Diagonal Tower
Daniel libeskindArchitect
84. (left) typical square tower form
(middle) rotated to address seoul
landmarks
(right) diagonal mega frame increase
structural efficiency
85. (left) faceted form decreases effects of the wind
(right) louvers spacing and orientation varies for
optimal shading on each facet
86.
87. Diagonal Tower is a 343-meter-tall office building in the Yongsan International Business
District,
62-story tower provides over 145,000 square meters of open office space, two double-height sky lobbies
with a cafeteria and fitness center, and a penthouse executive lounge.
includes two retail pavilions and a multifunctional auditorium, cubic in dimension, directly to
the west of the tower.
rotated 45 degrees at one third the height of the tower and then rotated again at two thirds the height of
the tower.
A megaframe carries loads diagonally
vertical columns running along the facade at 12 meter spacing.
The structural diagonal grid mitigates wind and seismic forces and uses 25% less steel than a
conventionally framed building.
Located to the west of the tower, a perfectly cubic 40m x 40mx 40m glass auditorium provides
multifunctional space
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