System identification study of a 7-story full-scale building slice tested on the UCSD-NEES shake table

Journal of Structural Engineering

Volumn 137, Issue 6, 2011, Pages 705-717

  Moaveni, Babak ^a   He, Xianfei ^b   Conte, Joel P ^c   Restrepo, Jos I ^c   Panagiotou, Marios ^a  

^a Tufts University   (United States)

^b AECOM   (United States)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Building structure; Experimental modal analysis; Modal parameters; Shake table tests; System identification

Indexed keywords

BUILDING STRUCTURE; EXPERIMENTAL MODAL ANALYSIS; MODAL PARAMETERS; SHAKE TABLE TESTS; SYSTEM IDENTIFICATIONS;

ACCELEROMETERS; ALGORITHMS; COMPOSITE BEAMS AND GIRDERS; COMPUTER SIMULATION; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DAMAGE DETECTION; EARTHQUAKE RESISTANCE; EARTHQUAKES; LINEAR SYSTEMS; MODAL ANALYSIS; PARAMETER ESTIMATION; REINFORCED CONCRETE; SEISMIC DESIGN; SHEAR WALLS; STRUCTURAL ANALYSIS; STRUCTURES (BUILT OBJECTS); TESTING; WHITE NOISE;

IDENTIFICATION (CONTROL SYSTEMS);

EID: 79959427975     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000300     Document Type: Article

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