Three-dimensional seismic response of a full-scale light-frame wood building: Numerical study

Journal of Structural Engineering

Volumn 136, Issue 1, 2010, Pages 56-65

  Van De Lindt, John W ^a   Pei, Shiling ^a   Liu, Hongyan ^a   Filiatrault, Andre ^b  

^a Engineering Research Center and Hydraulics Laboratory   (United States)

^b the State University of New York   (United States)

Author keywords

Earthquakes; Numerical model; Seismic analysis; Time history; Wood structures

Indexed keywords

CONSTRUCTION PHASIS; EXCITATION LEVELS; INTERSTORY DRIFTS; NUMERICAL MODELS; NUMERICAL PREDICTIONS; NUMERICAL STUDIES; NUMERICAL TOOLS; OUT-OF-PLANE ROTATION; SEISMIC ANALYSIS; STRUCTURAL CONFIGURATIONS; TEST RESULTS; TIME HISTORY; WOOD BUILDINGS; WOOD STRUCTURE;

CONCRETE BRIDGES; DEFORMATION; EARTHQUAKES; FLOORS; FORECASTING; NUMERICAL METHODS; SEISMIC DESIGN; SEISMIC RESPONSE; SHEAR WALLS; THREE DIMENSIONAL; WOOD PRODUCTS; WOODEN BUILDINGS; WOODEN CONSTRUCTION;

MATHEMATICAL MODELS;

BUILDINGS; CONSTRUCTION; DEFORMATION; FLOORS; FORECASTS; MATHEMATICAL MODELS; STRUCTURES; THREE DIMENSIONAL DESIGN; WOOD; WOOD PRODUCTS;

EID: 73449108816     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000086     Document Type: Article

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