Taipei 101 - Serhat Ozsoyusers.metu.edu.tr/archstr/BS536/documents/Projects/Taipei... ·...
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BS 536 STUDIES ON TALL BUILDINGS: DESIGN CONSIDERATIONS Spring 2011-2012 Case Study: Taipei 101 by Serhat Özsoy Submitted to: Assoc.Prof.Dr. Mehmet Halis Günel Assoc.Prof.Dr. Ali Murat Tanyer Arch. H.Emre IlgÕn (MSc.) MIDDLE EAST TECHNICAL UNIVERSITY DEPARTMENT OF ARCHITECTURE / BUILDING SCIENCE PROGRAM ase Se Submitted to: Assoc.P oc.Prof GN CONSIDERATIO 2011-2012 Taipei 101 zsoy PROGRAM • Country – City : Taiwan Ͳ Taipei • Building Function : office • Structural Material : composite • Start of Construction : 1999 • Completion : 2004 • Height : 508 m • Tallest Building in the World : 2004 Ͳ 2010 • Elevators : 61 • Floors Above Ground : 101 • Floors Below Ground : 5 • Global Ranking : 2nd tallest building in the world • Owner : Taipei Financial Center Corporation • Design Architect : C.Y.Lee & Partners • Structural Engineers : Thornton Tomasetti, Evergreen Engineering • Structural System : Outriggered Frame System Composite TAIPEI 101 CTBUH Website Case Study: Taipei 101 by Serhat Özsoy Submitted to: Günel, Tanyer, IlgÕn – Spring 2012 va oors rs B • Ra • Owner :T Design 1999 m din the World 2004 1 Ground:1 ound Ref: Shieh, Chang, Jong, Structural design of composite superͲcolumns for the Taipei 101 tower, 2003 Frame Elevations Structural Axonometric Drawn by Serhat Ozsoy Fra Fr Truncated pyramid base - section Truncated pyramid base Drawn by Serhat Ozsoy Structural axonometrics ed pyra bas Structura axonometri Drawn by Serhat Ozsoy MechanŦcal Floor Structural axonometrics Structura axonomet Taipei101_RichardSmith PENDULUM • 660 tones • 88 th – 92 nd floors • 41 layered steel plate • Height of the plate 125 mm • 5,5 m diameter sphere • Golden painting • World’s largest tuned mass damper Conference (ICC 2007) held on September 19Ͳ20, 2007 SAW TOOTH • ‘sawtooth’ treatment above Floor 25 for wind vortex reduction. • Two 2.5 m reͲentrant corners at each building corner 101_ 92 floors yered la Height of the plate 125 55 diameter h Golden painting d’s damper Co MEGA COLUMNS • 10000psi (68.95MPA) High performance concrete have been filled into steel columns from basement 5 to floor 62 • Mega Column dimensions vary from max 2400mm x 3000mm to min 1800mm x 2200mm throuhout the height of the structure. CTBUH 2004 October 10~13, Seoul, Korea BEAMS - REDUCED BEAM SECTION / DOGBONE • Using reduced beam section or flange trim details forces yielding to occur within the beam and away from the welded beam – column joint, improving ductility. BE Using ces m th of the structure. REDUCED ced beam REFERENCES • Leonard M. Joseph, Poon D & Shieb S. (2006) Ingredients of HighͲRise Design, Taipei 101 the World Tallest Building, Structure Magazine June 2006 page: 40Ͳ45 • Taipei 101 Project Review & Management, Master Builders 4 th Quarter 2007 • Chang C.C, Structural Design of the Taipei 101 Tower, Evergreen Consulting Engineering, Inc. • Dennis C., K. Poon, Shieh S., P.E., S.E., Leonard M. Joseph, and Chang C.C , (2004), Reaching for the Sky, Civil Engineering Jan 2004 • Yang C., ( 2010), Greening the World’s 2 Tallest • Hadenius. P, The World Tallest Building ( For Now ), Technology Review July/ August 2004 • www.taipeiͲ101.com.tw • http://www.ctbuh.org/ • Shieh, S., Chang, C., Jong, J. “Structural Design of Composite SuperͲ Columns for the Taipei 101 Tower”, International Workshop on Steel and Concrete Composite Construction, IWSCCC, National Center for Research on Earthquake Engineering, NCREE, Taiwan, October 2003. gin 2 nd d Talle t Bui For com.tw www.ctb hieh S., Chang, C “St ower”, International W tional Center fo esign aip 101 the 4 th Quart 200 er, Evergreen Consulting Engine M. Joseph, Cha C.C an 2004
Transcript of Taipei 101 - Serhat Ozsoyusers.metu.edu.tr/archstr/BS536/documents/Projects/Taipei... ·...
BS 536STUDIES ON TALL BUILDINGS: DESIGN CONSIDERATIONS
Spring 2011-2012
Case Study: Taipei 101by
Serhat Özsoy
Submitted to: Assoc.Prof.Dr. Mehmet Halis GünelAssoc.Prof.Dr. Ali Murat Tanyer
Arch. H.Emre Ilg n (MSc.)
MIDDLE EAST TECHNICAL UNIVERSITYDEPARTMENT OF ARCHITECTURE / BUILDING SCIENCE PROGRAM
ase
Se
Submitted to: Assoc.Poc.Prof
GN CONSIDERATIO2011-2012
Taipei 101
zsoy
PROGRAM• Country – City : Taiwan Taipei• Building Function : office• Structural Material : composite• Start of Construction : 1999• Completion : 2004• Height : 508 m• Tallest Building in the World : 2004 2010• Elevators : 61• Floors Above Ground : 101• Floors Below Ground : 5• Global Ranking : 2nd tallest building in the world• Owner : Taipei Financial Center Corporation• Design Architect : C.Y.Lee & Partners• Structural Engineers : Thornton Tomasetti,
Evergreen Engineering• Structural System : Outriggered Frame System
Composite
TAIPEI 101
CTBUH Website
Case Study: Taipei 101 by Serhat ÖzsoySubmitted to: Günel, Tanyer, Ilg n – Spring 2012
vaoors
rs B• Ra• Owner : T
Design
p1999
mdin the World : 2004
1Ground : 1
ound
Ref: Shieh, Chang, Jong, Structural design of composite super columnsfor the Taipei 101 tower, 2003
Frame ElevationsStructural AxonometricDrawn by Serhat Ozsoy
FraFr
Truncated pyramid base - section
Truncated pyramid base
Drawn by Serhat Ozsoy
Structural axonometrics
ed pyra bas
Structura axonometri
Drawn by Serhat Ozsoy
Mechan cal FloorStructural axonometricsStructura axonomet
Taipei101_RichardSmith
PENDULUM
• 660 tones• 88 th – 92 nd floors• 41 layered steel plate• Height of the plate 125 mm• 5,5 m diameter sphere• Golden painting• World’s largest tuned massdamper
Conference (ICC 2007) held on September 19 20, 2007
SAW TOOTH
• ‘sawtooth’ treatment aboveFloor 25for wind vortex reduction.
• Two 2.5 m re entrant cornersat each building corner
101_
92 floorsyered la
Height of the plate 1255 5 diameter hGolden painting
d’sdamper
Co
MEGA COLUMNS
• 10000psi (68.95MPA) High performance concrete have been filled into steel columns from basement 5 to floor 62
• Mega Column dimensions vary from max 2400mm x 3000mm
to min 1800mm x 2200mmthrouhout the height of the structure.
CTBUH 2004 October 10~13, Seoul, Korea
BEAMS - REDUCED BEAM SECTION / DOGBONE
• Using reduced beam section or flange trim details forces yielding to occur within the beam and awayfrom the welded beam – column joint, improving ductility.
BE
Usingces m th
of the structure.
REDUCED
ced beam
REFERENCES• Leonard M. Joseph, Poon D & Shieb S. (2006) Ingredients of High Rise Design, Taipei 101 the
World Tallest Building, Structure Magazine June 2006 page: 40 45
• Taipei 101 Project Review & Management, Master Builders 4th Quarter 2007
• Chang C.C, Structural Design of the Taipei 101 Tower, Evergreen Consulting Engineering, Inc.
• Dennis C., K. Poon, Shieh S., P.E., S.E., Leonard M. Joseph, and Chang C.C ,
(2004), Reaching for the Sky, Civil Engineering Jan 2004
• Yang C., ( 2010), Greening the World’s 2nd Tallest
• Hadenius. P, The World Tallest Building ( For Now ), Technology Review July/ August 2004
• www.taipei 101.com.tw
• http://www.ctbuh.org/
• Shieh, S., Chang, C., Jong, J. “Structural Design of Composite Super Columns for the Taipei 101
Tower”, International Workshop on Steel and Concrete Composite Construction, IWSCCC,
National Center for Research on Earthquake Engineering, NCREE, Taiwan, October 2003.
gin
2nd
d Talle t Bui For
com.tw
www.ctb
hieh S., Chang, C “St
ower”, International W
tional Center fo
esign, aip 101 the
4th Quart 200
er, Evergreen Consulting Engine
M. Joseph, Cha C.C
an 2004
