Seismic random vibration analysis of tall buildings

Engineering Structures

Volumn 26, Issue 12, 2004, Pages 1767-1778

  Li, Q S ^a   Zhang, Y H ^a,b   Wu, J R ^a   Lin, J H ^a  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^b DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Earthquake; Finite element method; Power spectrum density; Random vibration; Seismic response; Tall buildings

Indexed keywords

ALGORITHMS; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKES; FINITE ELEMENT METHOD; HARMONIC ANALYSIS; MATHEMATICAL MODELS; SEISMIC PROSPECTING; SEISMOLOGY; THREE DIMENSIONAL; VIBRATIONS (MECHANICAL);

COMPLETE QUADRATIC COMBNATION (CQC) METHOD; PSEUDO-EXCITATION METHOD (PEM); RANDOM VIBRATION ANALYSIS; SEISMIC ANALYSIS;

TALL BUILDINGS;

EARTHQUAKE ENGINEERING; MULTISTOREY BUILDING; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 13844289163     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.06.013     Document Type: Article

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