Shake table testing of a full-scale seven-story steel-wood apartment building

Engineering Structures

Volumn 33, Issue 3, 2011, Pages 757-766

  van de Lindt, John W ^a   Pryor, Steven E ^b   Pei, Shiling ^c  

^a Univ of Alabama   (United States)

^b Simpson Strong Tie Company   (United States)

^c South Dakota State University   (United States)

Author keywords

Earthquake; Light frame wood; Mid rise building; Seismic tests; Shake table testing; Steel special moment frame; Wood frame

Indexed keywords

APARTMENT BUILDINGS; CALIFORNIA; DAMAGE INSPECTION; DATA SETS; GLOBAL RESPONSE; INTERSTORY DRIFTS; LOS ANGELES; MID-RISE BUILDING; MOMENT FRAMES; OPTICAL TRACKING; RETAIL SPACE; RETURN PERIODS; SECOND PHASE; SEISMIC TEST; SHAKE TABLE; SHAKE TABLE TESTING; TEST PROGRAM; TEST RESULTS; TEST SPECIMENS; WOOD BUILDINGS; WOOD FRAME;

APARTMENT HOUSES; EARTHQUAKE EFFECTS; SEISMOLOGY; STEEL TESTING; WOOD; WOODEN BUILDINGS;

STATISTICAL TESTS;

BUILDING; EARTHQUAKE DAMAGE; SEISMIC DESIGN; SEISMIC RESPONSE; SHAKING TABLE TEST; STEEL STRUCTURE; STRUCTURAL RESPONSE; TESTING METHOD;

CALIFORNIA; EARTH MOVEMENT; JAPAN; STATISTICAL ANALYSIS; STEEL; WOOD;

CALIFORNIA; LOS ANGELES [CALIFORNIA]; UNITED STATES;

EID: 79251593191     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.11.031     Document Type: Article

References (9)

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