Monitoring dynamic characteristics of 600 m+ Shanghai Tower during two consecutive typhoons
Author:
Affiliation:
1. College of Civil Engineering Tongji University Shanghai China
2. Department of Civil and Environmental Engineering The Hong Kong Polytechnic University Hong Kong
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2666
Reference39 articles.
1. Monitoring of structural modal parameters and dynamic responses of a 600m-high skyscraper during a typhoon
2. Wind effects on the world's tallest reinforced concrete building
3. Modal identification of Di Wang Building under Typhoon York using the Hilbert-Huang transform method
4. Field measurements of typhoon effects on a super tall building
5. Correlation of dynamic characteristics of a super-tall building from full-scale measurements and numerical analysis with various finite element models
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