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Volumn 8, Issue 4, 2005, Pages 295-307

Reliability and code level

Author keywords

Design aerodynamic coefficient; Design wind load; Design wind speed; Extreme values; Structural classes; Uncertainties

Indexed keywords

AERODYNAMICS; PROBABILITY; RELIABILITY; STATISTICAL METHODS; STRUCTURAL DESIGN; TECHNICAL PRESENTATIONS; WIND;

EID: 20444497372     PISSN: 12266116     EISSN: None     Source Type: Journal    
DOI: 10.12989/was.2005.8.4.295     Document Type: Conference Paper
Times cited : (11)

References (14)
  • 1
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    • Wind tunnel studies of buildings and structures
    • ASCE - American Society of Civil Engineers (1999), "Wind tunnel studies of buildings and structures", ASCE Manuals and Reports on Engineering Practice No. 67.
    • (1999) ASCE Manuals and Reports on Engineering Practice No. 67 , vol.67
  • 3
    • 0019040006 scopus 로고
    • A refined working approach to the assessment of wind loads for equivalent static design
    • Cook, N.J. and Mayne, J.R. (1980), "A refined working approach to the assessment of wind loads for equivalent static design", J. Wind Eng. Ind. Aerodyn., 6, 125-137.
    • (1980) J. Wind Eng. Ind. Aerodyn. , vol.6 , pp. 125-137
    • Cook, N.J.1    Mayne, J.R.2
  • 4
    • 20444498918 scopus 로고
    • Proposed new international (ISO) wind load standard. High winds and building codes
    • Kansas City, Missouri, Nov. 1987
    • Davenport, A.G. (1987), "Proposed new international (ISO) wind load standard. High winds and building codes", Proc. of the WERC/NSF Wind Engineering Symposium, Kansas City, Missouri, Nov. 1987.
    • (1987) Proc. of the WERC/NSF Wind Engineering Symposium
    • Davenport, A.G.1
  • 5
    • 85039391337 scopus 로고
    • Characteristic of atmospheric turbulence near ground
    • ITEM 85020, "Variations in space and time for strong winds", ITEM 86010
    • ESDU - Engineering Science Data Unit (1985, 1986), "Characteristic of atmospheric turbulence near ground", "Single point data for strong winds", ITEM 85020, "Variations in space and time for strong winds", ITEM 86010.
    • (1985) Single Point Data for Strong Winds
  • 6
    • 0000555058 scopus 로고
    • A plotting rule for extreme probability paper
    • Gringorten, I.I. (1963), "A plotting rule for extreme probability paper", J. Geophy. Res., 68, 813-814.
    • (1963) J. Geophy. Res. , vol.68 , pp. 813-814
    • Gringorten, I.I.1
  • 9
    • 0026617183 scopus 로고
    • Extreme wind load distributions for linear and non-linear design
    • Kasperski, M. (1992), "Extreme wind load distributions for linear and non-linear design", Eng. Struct., 14, 27-34.
    • (1992) Eng. Struct. , vol.14 , pp. 27-34
    • Kasperski, M.1
  • 10
    • 0030186046 scopus 로고    scopus 로고
    • Design wind loads for low-rise buildings: A critical review of wind load specifications for industrial buildings
    • Kasperski, M. (1996), "Design wind loads for low-rise buildings: A critical review of wind load specifications for industrial buildings", J. Wind Eng. Ind. Aerodyn., 61, 169-179.
    • (1996) J. Wind Eng. Ind. Aerodyn. , vol.61 , pp. 169-179
    • Kasperski, M.1
  • 11
    • 0032089546 scopus 로고    scopus 로고
    • Climate change and design wind load concepts
    • Kasperski, M. (1998), "Climate change and design wind load concepts", Wind and Struct., An Int. J., 1, 145-160.
    • (1998) Wind and Struct., An Int. J. , vol.1 , pp. 145-160
    • Kasperski, M.1
  • 13
    • 0037369444 scopus 로고    scopus 로고
    • Specification of the design wind load based on wind tunnel experiments
    • Kasperski, M. (2003), "Specification of the design wind load based on wind tunnel experiments", J. Wind Eng. Ind. Aerodyn., 91, 527-541.
    • (2003) J. Wind Eng. Ind. Aerodyn. , vol.91 , pp. 527-541
    • Kasperski, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.