메뉴 건너뛰기




Volumn 28, Issue 4, 2001, Pages 699-714

Seismic performance of low- and medium-rise chevron braced steel frames

Author keywords

Beams; Braced frames; Bracing members; Columns; Connections; Earthquakes; Seismic design; Steel; Structures

Indexed keywords

DUCTILITY; EARTHQUAKE RESISTANCE; STEEL BEAMS AND GIRDERS; STRUCTURAL FRAMES;

EID: 0034741861     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/cjce-28-4-699     Document Type: Article
Times cited : (58)

References (38)
  • 5
    • 0006536864 scopus 로고    scopus 로고
    • NEHRP guidelines for the seismic rehabilitation of buildings (FEMA-273)
    • ATC Redwood City, Calif
    • (1997) Applied Technology Council
  • 9
    • 0343159067 scopus 로고
    • Limit states design of steel structures
    • CSA. Canadian Standards Association, Rexdale, Ont
    • (1994) Standard CAN/CSA-S16.1-94
  • 15
    • 0003651425 scopus 로고
    • Hysteresis models for steel members subjected to cyclic buckling or cyclic end moments and buckling (user's guide for Drain-2D: EL9 and EL10)
    • Department of Civil Engineering University of Michigan, Ann Arbor, Mich
    • (1978) Report No. UMEE 78R6
    • Jain, A.K.1    Goel, S.C.2
  • 31
  • 33
    • 0001887860 scopus 로고    scopus 로고
    • Influence of brace slenderness on the seismic response of concentrically braced steel frames
    • Edited by F.M. Mazzolani and R. Tremblay. Proceedings of the 3rd International Conference Stessa 2000, 21-24 August, Montreal, Que. A.A. Balkema, Rotterdam
    • (2000) Behaviour of Steel Structures in Seismic Areas , pp. 527-534
    • Tremblay, R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.