Effect of mainshock-aftershock sequences on woodframe building damage fragilities

Journal of Performance of Constructed Facilities

Volumn 29, Issue 1, 2015, Pages

  Nazari, N ^a   Van De Lindt, J W ^a   Li, Y ^b  

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

^b Michigan Technological University   (United States)

Author keywords

Aftershock fragilities; Collapse fragilities; Incremental dynamic analysis; Performance based seismic design; Structural degradation models; Woodframe building

Indexed keywords

ARCHITECTURAL DESIGN; HAZARDS; RISK ANALYSIS; RISK ASSESSMENT; SEISMIC DESIGN; SEISMIC RESPONSE;

AFTERSHOCK FRAGILITIES; COLLAPSE FRAGILITIES; INCREMENTAL DYNAMIC ANALYSIS; PERFORMANCE BASED SEISMIC DESIGN; STRUCTURAL DEGRADATION; WOODFRAME BUILDINGS;

EARTHQUAKES;

EID: 84921396171     PISSN: 08873828     EISSN: 19435509     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000512     Document Type: Article

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