1 |
Wu, J.R., Li, Q.S. (2003) Structural Performance of Multi-Outrigger-Braced Tall Buildings, The Structural Design of Tall Buildings, 12(2), pp.155-176.
DOI
ScienceOn
|
2 |
Hoenderkamp, J.C.D., Bakker, M.C.M. (2003) Analysis of High-Rise Braced Frames with Outriggers, The Structural Design of Tall Buildings, 12(4), pp.335-350.
DOI
ScienceOn
|
3 |
Irwin, P., Kilpatrick, J., Robinson, J., Frisque, A. (2008) Wind and tall buildings: negative and positives, The Structural Design of Tall Buildings, 17(5), pp.915-925.
DOI
ScienceOn
|
4 |
Shieh, S.S., Chang, C.C., Jong, J.H. (2003) Structural Design of Composite Super-Columns for the Taipei 101 Tower, Proceedings of International Workshop on Steel and Concrete Composite Construction, pp.25-33.
|
5 |
Taranath, B.S. (1988) Structural Analysis and Design of Tall Buildings, McGraw-Hill Book Company, Singapore.
|
6 |
이유미, 정철규, 유석형, 신성우 (2007) 벽식구조물의 구조요소별 횡변위 제어 능력 평가, 대한건축학회 논문집(구조계), 23(10), pp.11-18.
|
7 |
Baker W.F., Korista D.S., Novak L.C. (2007) Burj Dubai: Engineering the World's Tallest Building, The Structural Design of Tall Buildings, 16(4), pp.361-375.
DOI
ScienceOn
|
8 |
이재철, 정종현 (2005) 초고층건물의 횡력저항요인에 따른 횡변위 저감 효과, 대한건축학회 논문집(구조계), 21(10), pp.11-18.
|
9 |
엄태성, 김재요 (2009) 초고층 건물의 시공 중 구조적 안정성 검토를 위한 시공단계해석의 적용, 한국전산구조공학회 논문집, 22(3), pp.211-221.
과학기술학회마을
|