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Volumn 133, Issue 3, 2007, Pages 432-439

Nonstructural elements in performance-based seismic design of wood frame structures

Author keywords

Earthquakes; Frames; Seismic design; Wood structures

Indexed keywords

INCREMENTAL DYNAMIC ANALYSIS (IDA); MASS ANALYSIS; TRANSIENT DRIFT; WOOD FRAME STRUCTURES;

EID: 33847170931     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:3(432)     Document Type: Article
Times cited : (13)

References (25)
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  • 5
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  • 7
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    • Simplified application of the FEMA 351 probabilistic performance evaluation guidelines to a woodframe building
    • Luco, N. (2004). " Simplified application of the FEMA 351 probabilistic performance evaluation guidelines to a woodframe building.. " Proc., ASCE Specialty Conf. on Probabilistic Mechanics and Structural Reliability (CD-ROM), Albuquerque, N.M.
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  • 18
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.