Seismic analysis of wood building structures

Engineering Structures

Volumn 29, Issue 2, 2007, Pages 213-223

  Ayoub, Ashraf ^a  

^a Missouri University of Science and Technology   (United States)

Author keywords

Degrading constitutive laws; Nonlinear analysis of timber structures; Peak oriented models; Pinched hysteretic behavior; Seismic behavior of wood structures; Wood buildings

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SEISMOLOGY; TIMBER; WOODEN CONSTRUCTION;

DEGRADING CONSTITUTIVE LAWS; PEAK-ORIENTED MODELS; PINCHED HYSTERETIC BEHAVIOR; SEISMIC ANALYSIS; TIMBER STRUCTURES; WOOD BUILDINGS;

WOODEN BUILDINGS;

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SEISMOLOGY; TIMBER; WOODEN BUILDINGS; WOODEN CONSTRUCTION;

BUILDING; FINITE ELEMENT METHOD; RESPONSE ANALYSIS; SEISMIC RESPONSE; STRUCTURAL RESPONSE; WOOD;

EID: 33750815683     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.04.011     Document Type: Article

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