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Volumn 27, Issue 6, 2005, Pages 857-868

Fragility assessment for roof sheathing failure in high wind regions

Author keywords

Fragility; Performance based design; Probability; Roof sheathing; Wind; Wood

Indexed keywords

COMPUTER SIMULATION; PRESSURE EFFECTS; WIND;

EID: 18144419673     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.12.017     Document Type: Article
Times cited : (166)

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  • 2
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    • Site-specific hazards and load models for probability-based design
    • Ph.D. dissertation, Department of Civil, Construction, and Environmental Engineering, Oregon State University, Corvallis, OR
    • Lee KH 2004, Site-specific hazards and load models for probability-based design. Ph.D. dissertation, Department of Civil, Construction, and Environmental Engineering, Oregon State University, Corvallis, OR
    • (2004)
    • Lee, K.H.1
  • 9
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  • 10
    • 0032642403 scopus 로고    scopus 로고
    • Reliability of light-frame roofs in high-wind regions. I: Wind loads
    • D.V. Rosowsky N. Cheng Reliability of light-frame roofs in high-wind regions. I: Wind loads Journal of Structural Engineering, ASCE 125 7 1999 725-733
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    • Rosowsky, D.V.1    Cheng, N.2
  • 11
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    • Reliability of light-frame roofs in high-wind regions. II: Reliability analysis
    • D.V. Rosowsky N. Cheng Reliability of light-frame roofs in high-wind regions. II: Reliability analysis Journal of Structural Engineering, ASCE 125 7 1999 734-739
    • (1999) Journal of Structural Engineering, ASCE , vol.125 , Issue.7 , pp. 734-739
    • Rosowsky, D.V.1    Cheng, N.2
  • 12
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    • Performance-based engineering of wood frame housing: Fragility analysis methodology
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    • Rosowsky, D.V.1    Ellingwood, B.R.2
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    • Rosowsky, D.V.1    Kim, J.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.