Wind effects on the world's tallest reinforced concrete building

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 163, Issue 2, 2010, Pages 97-110

  Li, Qiusheng S ^a   Wu, Jiurong R ^a   Fu, Jiyang Y ^a   Li, Zhengnong N ^a   Xiao, Yiqing Q ^a  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Damping; Vibration; Wind effect

Indexed keywords

ARCHITECTURAL DESIGN; CONCRETE BUILDINGS; DAMPING; FINITE ELEMENT METHOD; HURRICANES; REINFORCED CONCRETE; TALL BUILDINGS; VIBRATION ANALYSIS; WIND EFFECTS;

ACCELERATION RESPONSE; AMPLITUDE DEPENDENT DAMPING; DYNAMIC CHARACTERISTICS; HIGH RISE STRUCTURES; RANDOM DECREMENT METHOD; TIME FREQUENCY ANALYSIS; VIBRATION; WIND INDUCED VIBRATIONS;

STRUCTURAL DESIGN;

CONCRETE STRUCTURE; DAMPING; FINITE ELEMENT METHOD; MULTISTOREY BUILDING; NUMERICAL MODEL; REINFORCED CONCRETE; TYPHOON; VIBRATION; WIND DIRECTION; WIND STRESS; WIND VELOCITY;

EID: 77953505569     PISSN: 09650911     EISSN: 17517702     Source Type: Journal    
DOI: 10.1680/stbu.2010.163.2.97     Document Type: Article

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