TOKYO INTERNATIONAL FORUM
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2 Statistical Summary Purpose: To facilitate the exchange of culture and information Design Features: 2 auditoriums, numerous conference rooms, 6,000 Sq. M of exhibition space, restaurants, shops and other support facilities. Architect: Rafael Vinoly Structural coordinators: Structural Design Group Co. Ltd. Plot Area: 21,000 Sq.M Building Area: 7360 Sq.M Total floor Area: 40,400 Sq.M Length: 208 M Width: 31.7M Height: 57.5M Total Steel Weight: 6,600T
3 Structure Dimensions 190 ft 680 ft. The main element of structure are a 190 ft. high hull shaped glass and steel atrium on the west end of the site and a cluster of block like buildings which run along the east end of the site. 95 ft.
4 There is a profusion of steel structure. The Semi circular steel girders suspended from the ceiling mimics the wooden frame of a ship Features: Glazing Finish, Big Inner Space and unique Structure made up of two massive pylons and the roof structure associated with huge canoe Ribbed roof truss Self supporting Curtain wall. Steel Pylon supporting the Roof Structure.
5 Connecting Bridges at midheight. Self supporting steel-framed Curtain wall. Outer Insulated Glass Skin. Ribbed roof truss comprising of longitudinal Steel Hollow pipes and transverse Steel Plate Girders 2 no s Steel Pylons supporting the Roof Structure. Structural Elements
6 Vertical forces resulting from roof loads and bending stress are carried by the tube structure, lateral roof loads are resisted by the curved plate girders Glass curtain wall supporting itself with opposing tension and compression members The widest section of the column is where the the column resists its largest buckling load Two steel columns carry the load of the entire roof structure
7 The tube structure ties the entire roof together to make it act like one big truss and is the only resistance to loads along the long axis of the roof such as lateral loads and the bending stresses caused by the weight of the roof and beam along the roofs long axis Bending moment at column connections Two columns supporting the roof structure Deflection shape Tube structure carries the weight of the entire roof to two supporting columns Curved plate girders resist horizontal loads to suppo the roof along its short spanning axis The streamlined shape of the long axis of the roof minimizes wind loads on the tube structure which is the only resistance against such forces along the long axis of the roof.
8 Tube structure carries the weight of the entire roof truss to the two supporting columns Roof loads Moment couple occurs at the rigid connection between the tube structure and the short span trusses Lateral loads i.e. wind Curved plate girders resist lateral loading by pushing outward on the tube elements Lateral loads i.e. wind Load Resisting forces Loads on the building The thin section of the curved plate girders center indicates that there is not much of a moment here Tension rods keep pressure on compression members to create self standing curtain walls Tension rod Compression member
9 Roof truss- system Peripheral Roof loads Inverted tripod arrangement Cable suspended from peripheral edge beam Resultant free standing system Individual rib stabilized by top chord Edge beam held by semi circular arched ribs. Arch tendency to move out of plane. Arch held by top chord.
10 Condition near Column support: Cantilevered rib sees greater momenthence greater web depth at the center.s Mid-span condition: Lesser moment at center of ribs between pylons, here the web plate acts like a pin connection. The pylon is sized wider at center to resist moments from additional floor decks and also to resist lateral buckling. The streamlined arched roof truss with ribs is more effective. The rib sizes here can be adjusted as per the existing moments.and spans. The box truss on the other hand is less effective for smaller spans, increasing the dead weight unnecessarily.
11 First,Piles are Driven into the site and the first floor slab is set. The Structure is built upward as the excavation continues below. The Structural Pylons are erected on site in stages. The main roof structure is assembled at ground level and lifted using cranes. The Glass wall structure is constructed downwards from top. Stages of roof construction
12 GLASS WALL STRUCTURE TENSION MEMBERS HORIZONTAL STRUT HORIZONTAL CONNECTORS Glass wall - analogy Vertical plain paper- unstable by itself. Slight curve can make it free standing
13 References University of Arizona research project: Case study of Tokyo forum. Tokyo Architectour UIA- Latest News, 1997 Glass Hall of T I F files Group Members Anup S. Bodhe Bhumi J. Shah Charles Kolarik Manas V. Gopujkar Ramakrishnan Subramanian Shilpa P. Jain
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