Hybrid identification method for multi-story buildings with unknown ground motion: Experimental investigation

Engineering Structures

Volumn 27, Issue 8, 2005, Pages 1234-1247

  Zhao, Xin ^a,b   Xu, Y L ^a   Chen, J ^a,b   Li, Jie ^b  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b TONGJI UNIVERSITY   (China)

Author keywords

Hybrid identification method; Multi story building; Shaking table test; Shift average procedure; Structural parameters; Unknown ground motion

Indexed keywords

ACCELERATION; DAMPING; EARTHQUAKE EFFECTS; FREQUENCY DOMAIN ANALYSIS; PARAMETER ESTIMATION; SEISMIC PROSPECTING;

BUILDING MODEL; DISPLACEMENT RESPONSES; GROUND MOTION; SEISMIC EXCITATION;

TALL BUILDINGS;

EARTHQUAKE ENGINEERING; SHAKING TABLE TEST;

EID: 19044383147     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.03.008     Document Type: Article

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