Study of structural systems for long span structures

Page 1

STUDY OF STRUCTURAL SYSTEMS FOR LONG SPAN STRUCTURES

75186008 B.arch, 9th sem.
Presented by – Mishul Gupta

Introduction

• Structural system plays an essential role in understanding architecture.

• The typology of the building it supports will determine the structural system.

• Long-span structures are important in the convention center because it has large spaces where column-free interior space is required.

Long span structure (Source: long span structure - Google)

Long span structure (Source: long span structure Google)

Background

Impact of dissertation topic on design of the project

The dissertation topic will help to understand the various structural system types, their materials, fixing of members & their load transfer mechanism in long-span structures, which help to decide type of structures and their combinations suitable for the thesis project.

Long span structure in convention center (Source: convention center - Google Search)

Long span structure in convention center (Source: convention centerGoogle Search)

Long span structure in convention center (Source: convention center - Google Search)

Aim
• To study structural systems for long-span structures.
Orange County Convention Center, Orlando, Florida (Source: convention center - Google Search) Convention center, Mawei New Town, Fuzhou, China (Source: convention center - Google Search)

Objectives

• To do library study related to dissertation topic.

• To do case studies related to the topic to understand the structural system and functional aspects of the building.

• To analyse large-span structural system types, their materials, fixing of members and load transfer mechanism.

• To draw inferences and conclude.

/
Shijiazhuang international convention and exhibition center (Source: Shijiazhuang International Convention & Exhibition Center
THAD | ArchDaily)

Definition of structural system

• The structure is a physical object whose purpose is to carry forces/ loads from one plane to another to carry their loads/ forces to the ground in the shortest distance.

• There are two kinds of structures: multi-story structures and long-span structures, with spans more than 20 meters.

Multi-story structure (Source: long span structure - Google)

Long span structure in sports complex

(Source: long span structure - Google)

Long span structure in porch area (Source: long span structure - Google)

Long span structure in library (Source: long span structure - Google)

Classification of structure systems Classification of structure systems (Source: Structure in Architecture by Prof. Harbhajan Singh) Vector active system (Source: vector active structure systemGoogle Search) Form active system (Source: form active structure systemGoogle Search) Surface active system (Source: surface active structure systemGoogle Search) Pneumatic active system (Source: pneumatic structure systemGoogle Search) Structuresystem Bulkactive Vectoractive Formactive Surfaceactive Pneumatic  Flattruss  Curvedtruss  Spacetruss  Bendingactive  Membraneactive  Cablestructures  Platestructure  Foldedstructure  Shellsanddomes  Airsupported  Airinflated  Hybridpneumatic  Framestructure  Foldedplates  Loadbearing

Role of long-span structures in convention center

The Irving Convention Center In Las Colinas

(Source: convention center - Google Search)

Boston Convention and Exhibition Center

(Source: convention center - Google Search)

• Convention centers consist of large exhibition halls, auditoriums, lecture halls, conference rooms, concert halls, hotel areas, etc. in all that space column-free and unobstructed interior space is required to accommodate a group of thousands of people.

Long span structure

Those structures which have unobstructed, column-free space with a span greater than 15-20

m are classified as long-span structures.

Long span structure in stadium

(Source: long span structure Google search)

Long span structure in mall (Source: long span structure Google search)

In the limited period of the dissertation, the following components will be studied:

• Study of different structural systems will be studied in the library study.

• Study of long-span structure in case studies and comparative analysis

• Study of structural fixing detail and their load transfer mechanism

(Source: convention center - Google Search)

(Source: convention center - Google Search)

Scope
Colorado Convention Center Kentucky International Convention Center

Selection of topic

Collection of data related to topic

Study long span structures:

Related materials

Fixing of members detail

Load transfer mechanism

Case studies related to topic Library study on structures

Analysis of collected data through case studies and library study Conclusion based on various studies

Methodology
Methodology (Source: Author)

Organization of dissertation

Introduction

Literature study • Case studies • Analysis and conclusion

Owensboro-Daviess County Convention Center (Source: convention center - Google Search) New Orleans Ernest N. Morial Convention Center (Source: convention center - Google Search
)

Literature study

Long span structure

Those structures which have unobstructed, column-free space with a span greater than 1520 m are classified as long-span structures.

Long span structure

(Source: long span structure Google search)

Long span structure (Source: long span structure Google search)

Typically used for programs that need a large volume of uninterrupted space. • Arenas • Recreational centers • Exhibit halls • Convention centers • Theatres • Airports + Hangars • Warehouses • Industrial/ Manufacturing Need of long span structures Tianjin Binhai Library, Tianjin, China (Source: Tianjin Binhai Library, Tianjin, China - Google Search)

Role of long-span structure in a convention center

• A Convention center is a place where a group of people gathers to share their common interests.

• So that spaces in convention centers like an exhibition hall, auditorium, lecture hall, conference rooms, etc. should have an uninterrupted column-free environment & also meet up the requirement of stiffness & aesthetically pleasant.

Owensboro-Davies County Convention Center, United States (Source: Owensboro-Davies County Convention Center, United States - Google Search) Indiana Convention Center Expansion, United States (Source: Indiana Convention Center Expansion, United StatesGoogle Search)

Galileo Square-Cube Law

• Quantitative: Long spans >60’

• Qualitative: Situations beyond standard beam theory

Taiyuan Botanical Garden, Taiyuan, china (Source: Taiyuan Botanical Garden, Taiyuan, china - Google Search)

Cosmic Ray Pavilion, Mexico City

(Source: ARCH 445 Lecture 01bc Long Span Intro bc - YouTube)

Objects can’t just be scaled up and retain their proportions.
• Integration & coordination with structural engineer, cladding engineer, etc. • High risk is greater in long-span structure • Construction difficulties in transportation and assembling of structural elements • Cost/ Economy • Material performance • Connections efficiency issues • Thermal expansion • Deflections Long span: Bigger issues Failure of long-span steel structure (Source: Failure of long-span steel structure - Google Search)
• All Reinforced Cement Concrete (RCC) including precast & prestressed • All types of metal like mild steel, structural steel, stainless steel, or aluminium alloy • All timber • Steel-Concrete composite material • Plastic-coated textile material (fabric) • Fiber-reinforced plastic Long span: Materials Heydar Aliyev center (Source: Heydar Aliyev center - Google Search) Heydar Aliyev center

Basic geometries of long span structures

One-way long span structures:

• The structures spanning in one direction on predictable & repeatable units are classified as one-way long-span structures.

One-way long span structure

(Source: One-way long span structures - Google Search)

Potential span limit of different one-way structural system

(Source: ARCH 445 Lecture 01bc Long Span Intro bc - YouTube)

Braced barrel vault

(Source: ARCH 445 Lecture 01bc Long Span Intro bc - YouTube)

Basic geometries of long span structures

Two-way

long span structures:

• The structure spanning in two directions is classified as

Potential span limit of different two-way structural system

(Source: ARCH 445 Lecture 01bc Long Span Intro bc - YouTube)

Palazzetto dello sport, Rome, 1957

(Source: Palazzetto dello Sport (Rome, 1957) | Structurae)

Pantheon dome, Rome, 126AD

(Source: Why does the Pantheon have a hole in the roof? - Quora)

Historical context Age partition of space structure (Source: Mircea Georgescu Lecture 18: 02/03/2017) Ancientspace structures Premodernspace structures Modernspacestructure Archdome Thinshells spacetrusseslattice shellscablestructures 1900 1925 1950 1975 2000 Compositespacetrusses cable-stayedgrid structurestree-type structurespolyhedron spaceframes,etc. Pneumaticmembrane structurescable-membrane structurebeamstringstructure cabledomes,etc.

Ancient period long-span structures (up to 1925)

The material available in ancient times:

• Timber

• Masonry is made from stone (vulnerable to tension and bending forces)

• Masonry is made from brick (also vulnerable to tension and bending forces)

Arch system in churches (Source: church and cathedral vault - Google Search)

Vault system in cathedral

(Source: church and cathedral vault - Google Search)

Industrial revolution (started in England 18th century)

• Production of steel on a massive scale
• The price of steel is the same as the material used in construction
• Steel can resist tension and bending loads.
Crystal palace, London (Source: Mircea Georgescu Lecture 18: 02/03/2017)

Pre-Modern period long-span structures (between 1925 to 1975)

Lattice shell built in Zeiss planetarium, Germany

(Source: Lattice shell built in Zeiss planetarium, Germany - Google Search)

Airship hanger US Navy-New Jersey

(Source: Airship hanger US Navy-New Jersey - Google Search)

Glenn L. Martin Co.Aircraft Assembly building Baltimore (Source: Glenn L. Martin Co. Aircraft Assembly building Baltimore - Google Search)

Modern period long-span structures (from 1975)

• Long-span structures become popular during this period.

Louisiana superdome, USA

(Source: Mircea Georgescu Lecture 18: 02/03/2017)

Comparison ancient-modern structures in terms of span

(Source: Mircea Georgescu Lecture 18: 02/03/2017)

Classification of long span structure systems Classification of long span structure systems (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) LongspanStructuresystems Sectionactive Vectoractive Formactive Surface Pneumatic • Planetruss • Spaceframe • Arches • Cables Shellsand domes  Airsupported  Airinflated  Fishbellybeams  Castellatedbeams  Taperedgirders  Stubgirders  Foldedplates  Longvault

Section active long-span structure systems

• Structural systems that represent by beams & columns, which support different load by their cross-section are known as section active structure systems. The following structures is based on this structural system: • Fish belly beams • Castellated beams • Tapered girders • Stub girders • Folded plates • Long vault
Different type of bending moment and shear diagram (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)

Fish belly beams

• Fish belly beam external profile is similar to fish belly. Its upper chord is straight and lower chord has convex curved.

• Fish belly beam can use up to 10-18m of span.

of fish belly

Fish belly beams (Source: Fish belly beam - Google Search)
Evolution
beam (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Fish belly shaped prestressed concrete beam (Source: patents.google.com)

Castellated

Castellated
have
ducts
It can span up to 10-16m.
beam
cutout in web and then welding between cutout. • Web opening also allow HVAC
to pass through the beams. •
beams Castellated beams (Source: Castellated beams - Google Search) Stress diagram- rectangular beam (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Different web shape opening (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Detail of castellated beam section (Source: http://www.bdcuniversity.com/site s/sgcuniversity/files/NMBS %20Castellated%20Beams %20Course_0.pdf)

Tapered girders

• Tapered girder span up to 10-20m.

• This type of beam also allow services to pass through the beam, depth of beam is increases in middle where moments are high and thinner near supports.

Tapered girders (Source: Tapered girders - Google Search)

Stub girders

• The stub girder has a bottom chord I section on which (stub) short length I section sit where I section in form of purlin is overlapping the bottom chord, over that metal decking then the concrete slab is placed.

• Spans of stub girder up to 20m.

Components of stub girder

(Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)

Stub girder detail (Source: Raafat E S Ismail, www.reasearchgate.net)

Stub girder (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)

• Folded plates is folded planar surfaces that behave like beams that spans between support in long direction.

• It resists tension, compression and shear stress within surfaces of the plates.

• By removing material from neutral axis of folded plates can make space for entering daylight into the structure.

Load transfer mechanism (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Using folded plate in warehouse (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Museo
Acero in Monterrey,
(Source: Grimshaw | ArchDaily)
Folded plates
Del
Mexico
Fixing of members detail (Source: www.scribd.com)
Folded plates

• Long vault behave like curved beam having bearing capacity depend upon retention of curved surface.

• Long vault top portion in compression, bottom portion in tension and shear in middle.

• A long vault may use as to capture the north light in factories

• It can span up to 90m.

Load transfer mechanism (Source: ARCH 445 Lectures 01bc Long Span Intro bcYouTube)
(Source:
Discontinuous long vault (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)
Long vault
Kimbell art museum, TX
https://archeyes.com/kimbell-art-museum)
Long vault Construction detail of long vault (Source: the shell structures system - PDFCOFFEE.COM)
• The structure which supports external forces & self-weight on account of the particular form given to their material is known as form active structures or single stress condition structures. Its classified into two groups: 1. Arches & short vault structures (compression structure) 2. Cable structures (tensile structure)
Short vault structure (Source: Short vault structure - Google Search) Cable structures (Source: Cable structures - Google Search)
Form active long span structure systems

Short vault

• Short vault behave like arches primarily and generate thrust at spring line.

• To resist thrust: stiffen with ribs, tie back structure with cables and curve surfaces.

• Short vaults are also made as a hybrid structure of folded plate (section modules)

Load transfer mechanism in short vault & arch (Source: ARCH 445 Lectures 01bc

Long Span Intro bc - YouTube)

Airship hangars, Orly (Source: ARCH 445 Lectures 01bc

Long Span Intro bc - YouTube)

Cable structures

• Cables are slender, flexible members composed of high-strength wires twisted together to form a strand, which has ultimate tensile strength.

• They can carry direct tension stress but buckle under compressive forces. Load measured per unit length in cable structures.

Inverted barrel roof with vertical columns (Source: Structure in Architecture by Prof. Harbhajan Singh)

Inverted barrel roof with vertical columns and guy wires (Source: Structure in Architecture by Prof. Harbhajan Singh)

Stabilization of suspension cable

Inverted barrel roof with inclined columns (guy masts) and guys (Source: Structure in Architecture by Prof. Harbhajan Singh)

(Source: Structural Elements in Architecture by Peter Maratta 1978)

Cable structures

Mechanism of vertical load

(Source: Author)

Funicular form of cable (Source: Author)

Suspended cantilever roof (Source: Structure in Architecture by Prof. Harbhajan Singh)

Suspended RCC roof (Source: Structure in Architecture by Prof. Harbhajan Singh)

Bicycle roof (Source: Structure in Architecture by Prof. Harbhajan Singh)

Cable structures

• Cable nets: Nets of cables can be of many shapes such as square, triangular, hexagonal, etc.

• Membrane: It is s sheet of material so thin that it does not develop compression and bending but only tension. They are used only because they like two-dimensional funicular surfaces.

Base connection of membrane structure (Source: Base connection for a large tension membrane structure | IDEA StatiCa)

Fixing detail of cable (Source: (28) Pinterest)

Type of cable nets (Source: Author)

Vector active long span structure

• There is a structure consisting of linear members joined together with hinge joints in which members develop either axial compression or tension but no bending stresses.

There are two type of trusses:

1. Planar truss

2. Space frame truss

Load transfer mechanism of truss

(Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)

Structural behavior of truss (Source: Structural Elements in Architecture by Peter Maratta 1978)

Members of truss (Source: Structural Elements in Architecture by Peter Maratta 1978)

truss • A set of several triangles joined by hinge joints in a vertical plane constitute a plane truss, a different type of truss suitable for different spans. • Howe (6 panels) • Pratt (flat) • Howe scissors • Warren W/O vertical supports • Hip • Warren with vertical supports • Quadrangular warren
long span
Type of plane truss (Source: Structure in Architecture by Prof. Harbhajan Singh) Tubular truss (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Lynx Central Station, Orlando, FL (Source: Transportation Service | CST Industries)
Planar
Vector active
structure

Planar truss

of
Carlisle,
IA |
Construction detail of Pratt truss (Source: Steel Floor Flat Pratt Truss Support to SHS Column (civilworx.com))
Construction detail
Howe truss (Source: General Drawing of Howe Truss - Covered Bridge,
Warren County,
Library of Congress (loc.gov))

Vector active long

Space frame truss

• A space frame is a lightweight rigid structure with interlocking struts in a geometric pattern. It usually utilize multidirectional spans with few supports

• Space frame depth is related to the length of span; typically an L/D ration of 15-25

structure

Direct grid Differential
Offset
span
Type of skeletal space frame truss (Source: Structural Elements in Architecture by Peter Maratta 1978) Type of support in space frame (Source: Structural Elements in Architecture by Peter Maratta 1978) Space frame (Source: space frame structure - Google Search)
grid
grid Lattice grid

Space frame truss

-
type of space frame connections (Source: ARCH 445 Lectures 01bc Long
shape space frame (Source:
445 Lectures 01bc Long
US air force academy, Colorado (Source: ARCH 445 Lectures 01bc Long Span Intro bc
YouTube) Different
Span Intro bc - YouTube) Square & Triangular
ARCH
Span Intro bc - YouTube) Classification of space truss by orientation (Source: Structural Elements in Architecture by Peter Maratta 1978)

Surface active long span structures

• Structures in which loads are transferred through the surface by tension, compression, or shear are known as surface active structures.

• Compression is along the arch and the tension is along the longitudinal direction.

Single and double curved surfaces (Source: ARCH 445 Lectures 01bc
Intro
Load transfer mechanism
Elements
Comparison b/t surfaces (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Type of synclastic surfaces (Source: Author)
Long Span
bc - YouTube)
(Source: Structural
in Architecture by Peter Maratta 1978)
Type of supports in multi-hyperbolic paraboloid: • For two supports • For single supports • For four supports Surface active long span structures Single and double curved surfaces (Source: Structural Elements in Architecture by Peter Maratta 1978) Assembly hall, university of Illinois (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Hangars at marigane,Auguste perret (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Hyperbolic parabolic surface (Source: Author)

Pneumatic

The
provides natural
and
• Structure components: • Material • Cables • Anchors • Air lock • Inflation system
pneumatic structure is a membrane (envelop) is a shell of the structure. • It is tensioned by its surface. • A translucent membrane
light to the interior space
gathers solar radiation in the winter.
Component of pneumatic structure (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Types of anchorage in pneumatic structure (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)
long span structures Eden project in Cornwall, UK (Source: Yha Eden Project from $38. Par Hotel Deals & Reviews - KAYAK)

Pneumatic long span structures

There are two types of pneumatic structures: 1.

supported structure 2. Air inflated structure Air supported structure: • Air-supported structures have single roof membranes which are sealed around the perimeter and supported by internal pressure slightly higher than the surrounding atmosphere.

Air
(Source: ARCH
-
Air
Google Search)
Mechanism of air-supported structure (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Behavior of structure under loading
445 Lectures 01bc Long Span Intro bc
YouTube)
supported structure (Source: air supported structure -
Air supported structure: Pneumatic long span structures Non spherical air supported shapes (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Different type of geometry of airsupported structure (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) U.S. Pavilion, expo 1970, span of 142m (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)

Pneumatic long span structures

Air inflated structure: • An Air-inflated structure is built on pillows (ribs) of a variety of shapes, even in the plan this structure is circular but in a section, they form as arch or gravity resistance form.

Load transfer mechanism of air-inflated structures (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube) Component of air-inflated structure (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)

Pneumatic long span structures (Air inflated structure)

Bubble building/ 3GATTI architecture studio, China (Source: www.archdaily.com)

Fuji pavilion, Expo 70, Osaka, Japan, 12 inflated tubes with 50m span (Source: ARCH 445 Lectures 01bc Long Span Intro bc - YouTube)

Ontario's celebration zone pavilion (Source: Ontario's Celebration Zone Pavilion / Hariri Pontarini Architects | ArchDaily)

Case study’s

(
)
Case Study I: Kimbell Art Museum
KimbellArtMuseum,Texas,UnitedStates
 Typology: Museum  Project Location: Texas, United States  Longest span: 100 ft. (30 m)  Area: 4.9 acres  Architect: Louis I. Kahn  Year of complete: 1972  Structure system: Long vault (Section active system) 57 Project data
area
area
https://archeyes.com/kimbell-museum-louis-kahn)
Auditorium
(Source: https://archeyes.com/kimbell-museum-louis-kahn) Courtyard
(Source:

Structure of museum

• There are a total of 16 vaults, each measuring 23 ft. by 100 ft. clear.

• All the vaults are supported by distinct columns that are each divided by a 6' concrete channel and are each supported by 2' X 2' concrete columns

Cycloid vault (Source: CycloidWikipedia)

Load transfer of vault & detail

(Source: http://faculty.arch.tamu.edu/Files/kimballArt.pdf)

Load transfer direction in plan

Section of typical vault (Source: https://www.re-thinkingthefuture.com/s/a3540-louiskahns/)

(Source: http://faculty.arch.tamu.edu/Files/kimballArt.pdf)

Structure of museum

Floor plan

(Source:https://archeyes.com/wpcontent/uploads/2020/02/ kimbell-museum-louis-kahn courtyard.jpg)

Structural detail of museum

(Source: https://archeyes.com/kimbell-art-museum)

Terminal 2 (Mumbai)
Case Study II: Chhatrapati Shivaji International Airport-
 Typology: Airport  Project Location: Mumbai, India  Longest span: 210 ft. (64 m)  Area: 105 hectares  Architect: Skidmore, Owings & Merrill  Year of complete: 2014  Structure system: Pratt Planer truss and space frame truss (Vector active system) 61 Project data Structure of roof (Source: https://www.archdaily.com) Waiting area (Source: https://www.archdaily.com)

Structure

(Source:https://www.archdaily.com/477107/chhatrapati-shivaji-international-airport-terminal-2som)

• There are 30 mega columns, each 135 ft. tall and supporting 17 acres of the mega roof 190 ft. above and 45,000 ft. of space without an expansion joint which takes the load of 15,000 tons.
• Each mega column's pods, are 55 ft. tall steel frame structures that extend 105 ft. from the center and laterally to form 24 separate arches while connecting all 30 mega columns.
transfer mechanism
roof
of airport Glass-fiberreinforced gypsum panels use in roof (Source:https://www.archdaily.co m/477107/chhatrapati-shivajiinternational-airport-terminal-2som) Load
(Source:https://www.youtube.com_Bridge Megastructures) Truss of

Structure of airport

Section through north south (Source: https://www.archdaily.com)

Type of steel connection used (Source: https://www.archdaily.com/477107/chhatrapati-shivajiinternational-airport-terminal-2-som)

Plan of airport (Source: https://www.archdaily.com)

Case Study III: The Ismaili Center

(Lisbon,Portugal )
 Typology: Institutional & administration  Project Location: Palma de Baixo, Lisbon, Portugal  Longest span: 131 ft. (40 m)  Area: 3.5 acres  Architect: Raj Rewal, Frederico Valsassina  Year of complete: 1998  Structure system: Lattice structure, space truss & Cable (Vector active system) Project data Corridor of Ismaili center (Source: Gallery: Architecture of the Ismaili Centre, Lisbon | the. Ismaili) View of prayer hall (Jamat khana) (Source: https://ismailimail.blog/2015/08/02/ismailicentre-in-lisbon-portugal/)

Structure of building

• The design choice combines stone, which is strong in compression, with steel, which is strong in tension, creating a coherent structural pattern that evokes Islamic principles and takes into account the Lisbon seismic zone.

• Pre-stressed cables are suspended in the air support domes.

Detail of composite structure of granite and steel with tensile steel cables

(Source:https://rajrewal.in/portfolio/lisbon-ismaili-centre-portugal/)

Detail of composite structure

(Source: https://rajrewal.in/portfolio/lisbon-ismaili-centreportugal/)

Detail of composite structure (Source: https://rajrewal.in/portfolio/lisbon-ismaili-centre-portugal/)

hall
Interior of prayer

Structure of building

Prayer hall front view

(Source: https://rajrewal.in/portfolio/lisbon-ismaili-centreportugal/)

Rear view of Prayer hall

(Source: https://www.gettyimages.ae/detail/photo/lisbon-ismailicenter-jamatkhana-royalty-free-image/941115460)

Plan of Ismaili center

(Source: https://rajrewal.in/portfolio/lisbon-ismaili-centreportugal/)

Case

Study IV:

Shijiazhuang

International Convention & Exhibition Center

(
)
Shijiazhuang,Hebei,China
 Typology: Convention & Exhibition center  Project Location: Shijiazhuang, Hebei, China  Longest span: 354 ft. (108 m)  Area: 64.4 hectares  Exhibition hall area: 11,000 & 26,000 sqm  Architect: Weimin Zhuang  Year of complete: 2019  Structure system: Two-way cable suspended (Form active system) Project data
hall
International
/
of exhibition hall
Shijiazhuang International
& Exhibition Center /
| ArchDaily)
Standard exhibition
(Source: Shijiazhuang
Convention & Exhibition Center
THAD | ArchDaily) Interior
(Source:
Convention
THAD

Structure of building

• The top of the exhibition halls in the cable-suspended structure is undulating and well-proportioned, and it spans a large area.

• The primary bearing structure's maximum span is 105 m, while the second bearing structure's maximum span is 108 m.

• To stabilize the structure, tension ties employed in direction of primary cables.

Perspective section of standard exhibition hall

(Source: Shijiazhuang International Convention & Exhibition Center / THAD | ArchDaily)

Suspension of cables

(Source: Shijiazhuang International Convention & Exhibition Center / THAD | ArchDaily)

Evolution of

Guyed mast support
suspension cables Catenary suspension cables
structure (Source: Shijiazhuang International Convention & Exhibition Center / THAD | ArchDaily) Parabolic

Suspension structure detail (Source: Shijiazhuang International Convention & Exhibition Center / THAD | ArchDaily)

Case Study V: Sydney Opera House

Sydney,Australia )

(
 Typology: Performing Arts Center  Project Location: Sydney, Australia  Longest span: 600 ft. (183 m)  Area: 4.4 acres  Architect: Jorn Utzon  Year of complete: 1973  Structure system: Shell (Surface active system) Project data Interior of opera house (Source: Gallery of AD Classics: Sydney Opera House / Jørn Utzon - 2 (archdaily.com) Steps to opera house (Source: Gallery of AD Classics: Sydney Opera House / Jørn Utzon - 2 (archdaily.com)

Structure of building

• They developed a workable design that used a ribbed structure of precast concrete shells made from sphere-shaped sections.

• The shells are covered with 1,056,066 ceramic tiles.

• The 2000 glass panels are supported by bronze glazing bars.

• The structure is 183 m (600 ft.) long, 120 m (394 ft.) wide.

• Section of a sphere is 75.2 m radius.

Sphere shaped section (Source: Sydney Opera House - Designing Buildings)

Component of shell system

(Source: (62) Sydney opera house - case study report | Adriana X SanchezAcademia.edu

Chevrons tile pattern over roof

(Source: (62) Sydney opera house - case study report | Adriana X Sanchez - Academia.edu

Component of shell system

(Source:https://www.getty.edu/foundation/ pdfs/kim/sydney_final_report.pdf)

A network of concrete ribs which line up 2,194 precast concrete roof panels weight up to 15

tons each. which are all covered with more than a million tiles

• The 580 concrete piers that support the opera house are excavated up to 25 m below sea level

Section of opera house (Source: Sydney Opera House / Jorn Utzon | ArchEyes)

Site & ground floor plan (Source: Sydney Opera House / Jorn Utzon | ArchEyes)

Case

Study VI: The Eden Project

(Bodelva,UnitedKingdom)

(Source: https://www.archdaily.com/901136/grimshaws-next-edenproject-could-be-in-the-north-of-england)

(Source:https://www.webpages.uidaho.edu/arch504ukgreenarch/ casestudies/edenproject1.pdf)

 Typology: Green house  Project Location: Bodelva, United Kingdom  Longest span: 787 ft. (240 m)  Area: 15 hectares  Architect: Nicholas Grimshaw  Yearof complete: 2001  Structure system: Geodesic dome and airinflated (Pneumatic system) Project data
The Eden project
Inside
Air-inflated pillow in structure

Structure of building

• The largest biome, the humid tropics, is nearly 240 m long, 55m high and 110 m wide.

• The structure incorporates of hexagonal pieces, which were further attached to networks of triangles for stability.

• In the glazing air-inflated pillows material ETFE (ethyltetraflouroethylene) is used.

(Source: https://www.archdaily.com/901136/grimshaws-next-eden-project-could-be-in-the-north-of-england)

section of
project
Plan & section of biomes (Source:https://www.researchgate.net/publication/ 294617101_The_Eden_Project_Design_fabrication_and_assembly_of_the_l argest_greenhouse_of_the_world)
Schematic
Eden

Energy efficient wise, the sphere shape help to conserve the heating that is needed in the humidtropics biome. • Because that sphere shape has the largest amount of volume compared to its surface area of any form.

294617101_The_Eden_Project_Design_fabrication)
(Source:https://www.researchgate.net/publication/
Connection detail (Source:https://www.researchgate.net/publication/
Plan of Eden project
294617101_The_Eden_Project_Design_fabrication_and_assem bly_of_the_largest_greenhouse_of_the_world)

Analysis & Conclusion

Parameters Kimbell
United States Chhatrapati Shivaji International AirportTerminal 2, Mumbai The
Internationa lConvention &Exhibition Center, China Sydney
1. Location Located in Texas, United States Located in Airport Terminal 2, Mumbai, India Located in Palma de Baixo Lisboa, Portugal Located in Shijiazhuang, Hebei, China Located in Sydney, Australia Located in Bodelva, United Kingdom 2. Classificationof structure system Section active Vector active Vector active Form active Surface active Pneumatic Analysis
Sr.no
Art Museum, Texas,
Ismaili Center, Lisbon, Portugal Shijiazhuang
Opera House, Australia The Eden Project, England

3. Structure system used Long vaults Pratt Planer truss and space frame truss

Lattice structure, space truss & Cable

Two-way cable suspended

Shell Geodesic dome and air-inflated 4. Longestspan 30 m 64 m 40 m 108 m 183 m 240 m

5. Isthecasestudy a good example of a long-span structure?

Yes, because it uses long vaults

Yes, because it uses a planer and space frame truss

Yes, because it uses a lattice structure, space frame truss & cable

Yes, because it uses a twoway cablesuspended structure

Yes, because it uses a shell structure

Yes, because it uses a geodesic dome and air-inflated pillow

Tubular steel truss, ETFE

6. Construction material used Concrete, steel reinforceme nt, cable, glass Steel, Glassfiberreinforced gypsum panels Pink granite lattice, steel, ceramic tiles, polished tiles &cables Cables, steel pulley, steel Precast concrete shell, tensioned steel cables, glass panels & ceramictiles

7. Advantages

of this structure system

Long vaults behave like curved beamshaving bearing capacity depending upon the retention of the curved surface its top portion in compression, a bottom portion in tension, and shear in middle.

Load is transferred through networks of triangular panel chords, which are light in weight and their dead load is also low.

Space frame usually utilizes multidirectio nal spans and accomplishe s long spans with few supports.

Cables can carry direct tension through their flexible members. It can be uniformly distributed load & selfload along the length and takes the form of catenary and parabolic

Thin shells are thin enough not to develop appreciable bending stresses but thick enough to carry loads by tension, compression, and shear stresses.

Unobstructed interior space, because there is no need for columns. The airinflated structures can resist better asymmetrical loading (wind, snow, etc.)

Disadvantages

of this structure system

Section

Space frame

active structure can get heavy and bulky if they use a long span structure and modification in their structure cannot be done.

structure consists of linear members joined together with hinge joint which consists of failures and thermal expansion of thematerial.

Space frame

Cables

structure consists of linear members joined together withhingejoint which consists of failures and thermal expansion of thematerial.

can carry direct tension stress but buckle under compres sive forces.

A shell

structure consists of different types of curvature shapes which require accuracy of formwork and precision.

Higher

initial cost due to complicity of airinflated structure.

8.

Howdoesthe

structure system

influence the form and aestheticofthe building

Thestructure

system influences the aesthetic of the building through a cross-section of a long vault.

The structure

system influences the aesthetic of the building through its mega space frameroof.

The structure system influences the aesthetic of the building through its lattice structure.

The structure system influenc es the aesthetic of the building through suspensi on cables.

The structure system influences the aesthetic of thebuilding through its spherical shellshape.

The structure system influences the aesthetic of thebuilding through its pentagonal geodesic dome.

9.

10. Construction cost 12 million 600 million 15 million 3.2 billion 102 million 141 million

11. Which typology of building this structure is suitable

Residential, educational, mercantile and business building.

Assembly and institutional building.

Assembly and institutional building.

Assembly, storage and mercantile building.

Assembly, mercantile and business building.

Assembly, mixed-use and business building.

12. Does

structure provide flexible spaces & modification

Structure does not provide flexible spaces & modification.

Structure does provide flexible spaces & modification.

Structure does provide flexible spaces & modification.

Structure does provide flexible spaces & modification.

Structure does not provide flexible spaces & modification.

Structure does provide flexible spaces & modification.

Conclusion

• Structural system decided according to the typology of the building, span, availability of material, and type of flexible spaces it provides.

• The type of structural system used in the building depends upon the functional requirement & type of load carried by the structure.

• Composite & sustainable materials are energy efficient and it has low carbon emissions which blended the building with the existing landscape. Using new composite material will have more strength to weight ratio than our conventional building material. Some materials like compressed paper tubes, cardboard and vernacular materials like bamboo, wood, slate tiles, locally available stone, etc.

• In long-span structures flexible spaces are very crucial shell structures are more rigid and section active limited span and form active structure bulk under compression load and pneumatic structures have to put energy into it. Thus vector active structures in comparison to other types of structures provide flexible spaces and their material and form are also viable.

• Structure systems in long spans can be achieved through the combination of different structures according to their material, span, and advantages of that structure system.

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• Leslie, T., 2020. ARCH 445 Lecture 01a Long Span Intro a. [Online] Available at: https://www.youtube.com/watch? v=vJwwb6J0ppA&list=PLJiPG0jClxQny4R3Ei0Xy4Z1x1bdEeVl3&index=1&ab_channel=ThomasLeslie [Accessed 03 August 2022].

• Maratta, P., 1978. Delnet.in. [Online] Available at: https://dspace.mit.edu/handle/1721.1/7582/discover?

[Accessed 03 August 2022].

• Singh, P. H., 2014. Structure in Architecture. 2nd ed. Chandigarh/ New Delhi : Abhishek Publications.

• Andrew,n.d.Andrew.cmu.edu.[Online] Available at: https://www.andrew.cmu.edu/course/48125/IDM2/STUDENT_CASE_STUDIES_files/ project4_examples.pdf [Accessed 21 08 2022].

• Archeyes , 2020. Archeyes. [Online] Available at: https://archeyesmagazine.tumblr.com/post/190911735897/the-kimbell-art-museum-designed-by-louis-i-kahn [Accessed 27 08 2022].

• Bissegger, K., 2006. webpages.uidaho. [Online] Available at: extension://elhekieabhbkpmcefcoobjddigjcaadp/https://www.webpages.uidaho.edu/arch504ukgreenarch/casestudies/ednproject1.pdf [Accessed 01 09 2022].

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References

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