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Volumn 134, Issue 10, 2008, Pages 1668-1674

New nonlinear roof sheathing fastener model for use in finite-element wind load applications

Author keywords

Fire resistance; Frames; Nails; Roofs; Seismic effects; Wind loads; Wood

Indexed keywords

CURRENT STATE; DATABASE-ASSISTED DESIGN; EXPERIMENTAL TESTING; FINITE ELEMENT PROCEDURE; FINITE ELEMENTS; FINITE-ELEMENT ANALYSIS; FIRE RESISTANCE; FIRE RESISTANT DESIGN; FRAME BUILDINGS; FRAMES; ILLUSTRATIVE EXAMPLES; LIFE SAFETY; LOAD ECCENTRICITY; MOMENT ARM; NAILS; PERFORMANCE-BASED DESIGNS; ROOF SHEATHING; SEISMIC EFFECTS; WIND ENGINEERING; WIND LOADS;

EID: 52949114163     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:10(1668)     Document Type: Article
Times cited : (27)

References (6)
  • 1
    • 84870027047 scopus 로고    scopus 로고
    • Performance-based engineering for light-frame wood construction in the United States: Status and challenges
    • " (CD-ROM).
    • Ellingwood, B. E., (2006). " Performance-based engineering for light-frame wood construction in the United States: Status and challenges." 2006 World Conf. on Timber Engineering (CD-ROM).
    • (2006) 2006 World Conf. on Timber Engineering
    • Ellingwood, B.E.1
  • 2
    • 18144419673 scopus 로고    scopus 로고
    • Fragility assessment for roof sheathing failure in high wind regions
    • Lee, H. K., and Rosowsky, D. V. (2005). " Fragility assessment for roof sheathing failure in high wind regions." Eng. Struct., 27, 857-868.
    • (2005) Eng. Struct. , vol.27 , pp. 857-868
    • Lee, H.K.1    Rosowsky, D.V.2
  • 3
    • 0032642403 scopus 로고    scopus 로고
    • Reliability of light-frame roofs in high-wind regions. I: Wind loads
    • Rosowsky, D. V., and Cheng, N. (1999a). " Reliability of light-frame roofs in high-wind regions. I: Wind loads." J. Struct. Eng., 125 (7), 725-733.
    • (1999) J. Struct. Eng. , vol.125 , Issue.7 , pp. 725-733
    • Rosowsky, D.V.1    Cheng, N.2
  • 4
    • 0032658092 scopus 로고    scopus 로고
    • Reliability of light-frame roofs in high-wind regions. II: Reliability analysis
    • Rosowsky, D. V., and Cheng, N. (1999b). " Reliability of light-frame roofs in high-wind regions. II: Reliability analysis." J. Struct. Eng., 125 (7), 734-739.
    • (1999) J. Struct. Eng. , vol.125 , Issue.7 , pp. 734-739
    • Rosowsky, D.V.1    Cheng, N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.