Identifying Loading and Response Mechanisms from Ten Years of Performance Monitoring of a Tall Building
Author:
Affiliation:
1. Professor, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, U.K.
2. Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282008%2922%3A1%2824%29
Reference15 articles.
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2. Ashkenazi V. and Roberts G. W. (1997). “Experimental monitoring of the Humber Bridge using GPS.” Proc. Institution of Civil Engineers London 177–182.
3. Broms B. B. and Lai H. P. (1995). “The Republic Plaza in Singapore—Foundation design.” Proc. Bengt B. Broms Symp. in Geotechnical Engineering Singapore World Scientific 3–24.
4. Ambient vibration studies for system identification of tall buildings
5. Lateral loading and response for a tall building in the non-seismic doldrums
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