Field measurements of amplitude-dependent damping in a 79-storey tall building and its effects on the structural dynamic responses

Structural Design of Tall Buildings

Volumn 11, Issue 2, 2002, Pages 129-153

  Li, Q S ^a   Yang, K ^a,b   Zhang, N ^a,c   Wong, C K ^a   Jeary, A P ^d  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^b KUNMING UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^c UNIVERSITY OF TECHNOLOGY SYDNEY   (Australia)

^d UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DYNAMIC LOADS; DYNAMIC RESPONSE; NATURAL FREQUENCIES; STRUCTURAL ANALYSIS; VELOCITY MEASUREMENT; WIND EFFECTS;

RANDOM DECREMENT TECHNIQUE; WIND DIRECTION; WIND INDUCED ACCELERATION; WIND SPEED;

TALL BUILDINGS;

EID: 0036605392     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.195     Document Type: Article

References (14)

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8. Using neural networks to model and predict amplitude-dependent damping in buildings
9. Damping in buildings: Its neural network and AR model
10. Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds