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Volumn 131, Issue 4, 2005, Pages 552-559

Energy dissipation of compression members in concentrically braced frames: Review of experimental data

Author keywords

Bracing; Building frames; Compression; Energy dissipation; Seismic response; Slenderness ratio

Indexed keywords

BRACING; BUILDING FRAMES; SEISMIC RESPONSES; SLENDERNESS RATIO;

EID: 15944399101     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:4(552)     Document Type: Review
Times cited : (64)

References (14)
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    • CAN/CSA-S16.1-M94, Rexdale, Ont., Canada
    • Canadian Standard Association (CSA). (1994), "Limit State Design of Structures," CAN/CSA-S16.1-M94, Rexdale, Ont., Canada.
    • (1994) Limit State Design of Structures
  • 8
  • 9
    • 0003913263 scopus 로고    scopus 로고
    • Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand
    • Leowardi, L. S., and Walpole, W. R. (1996). "Performance of steel brace members." Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
    • (1996) Performance of Steel Brace Members
    • Leowardi, L.S.1    Walpole, W.R.2
  • 10
    • 15944391327 scopus 로고
    • Seismology Committee, Sacramento/ San Francisco/Los Angeles, Calif.
    • Structural Engineers Association of California (SEAOC). (1978). "Tentative lateral force requirement." Seismology Committee, Sacramento/ San Francisco/Los Angeles, Calif.
    • (1978) Tentative Lateral Force Requirement
  • 11
    • 15944362236 scopus 로고
    • Seismology Committee, Sacramento/ San Francisco/Los Angeles, Calif.
    • Structural Engineers Association of California (SEAOC). (1990). "Tentative lateral force requirements." Seismology Committee, Sacramento/ San Francisco/Los Angeles, Calif.
    • (1990) Tentative Lateral Force Requirements
  • 12
    • 15944385311 scopus 로고    scopus 로고
    • Influence of the properties of bracing members on the seismic response of concentrically braced steel frames
    • Society for Earthquake and Civil Engineering Dynamics, London
    • Tremblay, R., and Lacerte, M. (2002). "Influence of the properties of bracing members on the seismic response of concentrically braced steel frames." Proc., 12th European Conference on Earthquake Engineering, Society for Earthquake and Civil Engineering Dynamics, London.
    • (2002) Proc., 12th European Conference on Earthquake Engineering
    • Tremblay, R.1    Lacerte, M.2
  • 14
    • 0011725815 scopus 로고
    • Rep. No. UCB/EERC-80/16, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
    • Zayas, V. A., Popop, E. P., and Mahin, S. A. (1980). "Cyclic inelastic buckling of tubular steel braces." Rep. No. UCB/EERC-80/16, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
    • (1980) Cyclic Inelastic Buckling of Tubular Steel Braces
    • Zayas, V.A.1    Popop, E.P.2    Mahin, S.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.