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Volumn 34, Issue 4, 1997, Pages 135-150

Low-rise building wind load provisions - Where are we and where do we need to go?

Author keywords

[No Author keywords available]

Indexed keywords

CODES (STANDARDS); STRUCTURAL DESIGN; WIND STRESS;

EID: 0031553422     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article
Times cited : (3)

References (40)
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  • 8
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  • 9
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    • Georgiou, P.N.1
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    • Variability of Low Building Wind Lands
    • Univ. of Western Ontario, London, Ontario, Canada
    • Ho, E., "Variability of Low Building Wind Lands," Doctoral Dissertation, Univ. of Western Ontario, London, Ontario, Canada, 1992.
    • (1992) Doctoral Dissertation
    • Ho, E.1
  • 12
    • 1642295072 scopus 로고
    • Evaluation of Structural Wind Loads for Low-rise Buildings Contained in ASCE Standard 7-1995
    • Univ. of Western Ontario, London, Ontario, Canada
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    • (1995) BLWT-SS17-1995
    • Isyumov, N.1    Case, P.2
  • 13
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    • Wind Loads on Low-rise Buildings: Phase IV
    • Univ. of Western Ontario, London, Ontario, Canada
    • Kavanagh, K. T., Surry, D., Stathopoulos, T., and Davenport, A. G., "Wind Loads On Low-rise Buildings: Phase IV," BLWT-SS14, Univ. of Western Ontario, London, Ontario, Canada, 1983.
    • (1983) BLWT-SS14
    • Kavanagh, K.T.1    Surry, D.2    Stathopoulos, T.3    Davenport, A.G.4
  • 18
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    • Wind Load Provisions of ANSI #A58.1-1982
    • ASCE
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    • (1984) Journal of Structural Engineering , vol.110 , Issue.4 , pp. 769-770
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  • 26
    • 3843107222 scopus 로고    scopus 로고
    • What's New in Wind Load Provisions
    • March 27-29, Phoenix, AZ
    • Scott, D., "What's New in Wind Load Provisions," Proceedings, AISC National Conference, March 27-29, Phoenix, AZ, 1996.
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    • Scott, D.1
  • 27
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    • Simiu, E., Changery, M. J., and Filliben, J. J., "Extreme Wind Speeds at 129 Stations in the Contiguous United States," NBS BSS 118, U.S. Dept. of Commerce, National Bureau of Standards, Washington, D.C., March 1979.
    • (1979) NBS BSS , vol.118
    • Simiu, E.1    Changery, M.J.2    Filliben, J.J.3
  • 28
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    • Gust Buffeting I: Peak Wind Velocity and Equivalent Pressure
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    • Gust Buffeting II: Dynamic Along-Wind Response
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  • 31
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    • London, UK, December
    • Stubbs, N. and Perry, D. C., "Damageability Matrices for Commercial and Residential Construction Sited in First Two Tier Coastal Counties of Texas," Report submitted to D.P. Mann (Lloyd's Underwriters), London, UK, December 1996.
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    • Stubbs, N.1    Perry, D.C.2
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  • 34
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.