Deflection Limits in Tall Buildings—Are They Useful?
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/41171%28401%2945
Reference4 articles.
1. ASCE "Wind Drift Design of Steel-Framed Buildings: State-of-the-Art Report" (1988) ASCE Task Committee on Drift Control of Steel Building Structures of the Committee on Design of Steel Building Structures James M. Fisher chmn. Journal of Structural Engineering Vol. 114 No. 9 September 1988 pp. 2085-2108 American Society of Civil Engineers. (2006) ASCE Standard 41 - 06 Seismic Rehabilitation of Existing Buildings.
2. Buildings Department Hong Kong. (2004) Code of practice for structural use of Concrete
3. Burns J Irwin P Bacon D Cicci M Tomasetti R Steele N. (2008) "Wind Engineering of the 600m Chicago Spire" IABSE 2008 conference Chicago. Pub International Association of Bridge and Structural Engineers Zurich Switzerland Council on Tall Buildings and Urban Habitat (CTBUH) (1980) Planning and Design of Tall Buildings 5 vols. ASCE New York N.Y ch SB-5 Council of Tall Buildings and Urban Habitat. (2008) Recommendations for Seismic Design of High-Rise Buildings (available at www.ctbuh.org)
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