[1]
|
H. S. Park, K. Hong and J. Seo, “Drift Design of Steel-Frame Shear-Wall Systems for Tall Buildings,” The Structural Design of Tall Buildings, Vol. 11, No. 1, 2002, pp. 35-49. doi:10.1002/tal.187
|
[2]
|
R. Kowalczyh, “Tall Buildings: Past, Present & Future Developments,” URE: Summer School Urban Steel Structures, Gdansk, 2005.
|
[3]
|
W. Chen and E. M. Lui, “Principles of Struc-tural Design,” CRC Press Taylor & Francis Group, Lon-don, 2006.
|
[4]
|
Z. Sindel, R. Akbas and S. Tezcar, “Drift Control & Damage in Tall Buildings,” Engineering Structures, Vol. 18, No. 12, 1996, pp. 959-962.
doi:10.1016/0141-0296(95)00215-4
|
[5]
|
S. Khajehpour, “Optimal Conceptual Design of High- Rise Office Build-ings,” Ph.D. Thesis, University of Waterloo, Ontario, 2001.
|
[6]
|
B. S. Smith and A. Coull, “Tall Building Structures: Analysis & Design,” New York: John Wiley & Sons, Inc., 1991.
|
[7]
|
D. R. Gardiner, D. K. Bull, and A. J. Carr, “Internal Forces of Concrete Floor Diaphragms in Multistorey Buildings,” Department of Civil engineering, University of Canterbury NZSEE Conference, Christchurch, 2008.
|
[8]
|
E. G. Nawy, “Concrete Con-struction Engineering Handbook,” CRC Press, Taylor & Francis Group, London, 2008.
|
[9]
|
D. Lungu and R. Rackwitz, “Joint Committee on Structural Safety, Proba-bilistic Model Code Part 2: Loads,” Joint Committee on Structural Safety, Section 2.13 on WINDS, Tampa, 1997.
|
[10]
|
British Standards Institution, “BS 6399: Loading for Buildings—Part 2: Code of Practice for Wind Loads,” British Standards Institution, London, 1997.
|
[11]
|
British Standards Institution, “BS 8110: Structural Use of Concrete—Part 2: Code of Practice for Special Circumstances,” British Standards Institution, London, 1985.
|
[12]
|
British Standards Institution, “BS 8110: Structural Use of Concrete—Part 1: Code of Prac-tice for Design & Construction,” British Standards Insti-tution, London, 1997.
|
[13]
|
C. Buczkowski, “Wind De-sign Workbook for Microsoft Excel—Version 2.1,” 2009.
http://www.structural-engineering.fsnet.co.
|
[14]
|
C. Arum, “Lightweight Steel Frameworks for Shed Buildings in Different Wind Regions of Nigeria,” Nigerian Journal of Industrial and Systems Studies, Vol. 1, No. 4, 2002, pp. 5-14.
|
[15]
|
S. M. Auta, “Wind Load Estimation on Tall Building: Part 1: Comparison of Russian & Nigerian Codes of Practice,” Asian Journal of Civil Engineering (Building & Housing), Vol. 7, No. 3, 2006, pp. 233-238.
|
[16]
|
British Standards Institution, “BS 6399: Loading for Buildings—Part 1: Code of Practice for Dead and Imposed Loads,” British Standards Institution, Lon-don, 1996.
|