Identification of modal parameters of a 600‐m‐high skyscraper from field vibration tests
Author:
Affiliation:
1. Department of Architecture and Civil EngineeringCity University of Hong Kong Hong Kong
2. Architecture and Civil Engineering Research CenterCity University of Hong Kong Shenzhen Research Institute Shenzhen PR China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3219
Reference53 articles.
1. Evaluation of wind effects on a supertall building based on full-scale measurements
2. Ambient vibration studies for system identification of tall buildings
3. Damping in tall buildings—a mechanism and a predictor
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