Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements

Engineering Structures

Volumn 29, Issue 10, 2007, Pages 2641-2653

  Huang, Guoqing ^a   Chen, Xinzhong ^a  

^a Department of Electrical and Computer Engineering   (United States)

Author keywords

Aerodynamics; Structural dynamics; Tall building; Wind; Wind load; Wind tunnel test

Indexed keywords

AERODYNAMICS; BENDING MOMENTS; DYNAMIC RESPONSE; STRUCTURAL LOADS; TALL BUILDINGS; WIND EFFECTS; WIND TUNNELS;

EQUIVALENT STATIC WIND LOADS; GUST RESPONSE FACTORS; HIGH FREQUENCY FORCE BALANCE TECHNIQUE; WIND LOAD EFFECT;

STRUCTURAL DYNAMICS;

AERODYNAMICS; BENDING MOMENTS; DYNAMIC RESPONSE; STRUCTURAL DYNAMICS; STRUCTURAL LOADS; TALL BUILDINGS; WIND EFFECTS; WIND TUNNELS;

AERODYNAMICS; BENDING; BUILDING; DISPLACEMENT; DYNAMIC ANALYSIS; GUST; LOADING; STRUCTURAL RESPONSE; SURFACE PRESSURE; WIND TUNNEL;

EID: 34548289061     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.01.011     Document Type: Article

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