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Volumn 133, Issue 9, 2007, Pages 1205-1214

Experimental evaluation of a large-scale buckling-restrained braced frame

Author keywords

Bracing; Buckling; Connections; Energy dissipation; Experimentation; Pseudodynamic method; Seismic effects; Steel frames

Indexed keywords

BUCKLING; DUCTILITY; DYNAMIC ANALYSIS; ENERGY DISSIPATION; KNOWLEDGE ACQUISITION; SEISMIC RESPONSE; STEEL STRUCTURES;

EID: 34548098400     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:9(1205)     Document Type: Article
Times cited : (337)

References (22)
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    • Earthquake Engineering Research Institute, Oakland, Calif., Paper No. 1642.
    • Lin, M. L., Tsai, K. C., and Tsai, C. Y. (2006). " Bidirectional substructural pseudodynamic tests of a full-scale 2-story BRBF. 2: Compressive behavior of gusset plates.. " Proc., 8th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland, Calif., Paper No. 1642.
    • (2006) Proc., 8th U.S. National Conf. on Earthquake Engineering
    • Lin, M.L.1    Tsai, K.C.2    Tsai, C.Y.3
  • 11
    • 0022092666 scopus 로고
    • Pseudodynamic method for seismic performance testing
    • Mahin, S. A., and Shing, P. B. (1985). " Pseudodynamic method for seismic performance testing.. " J. Struct. Eng., 111 (7), 1482-1503.
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    • Mahin, S.A.1    Shing, P.B.2
  • 14
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    • Seismic performance of special concentrically braced frames with buckling restrained braces
    • Earthquake Engineering Research Institute, Oakland, Calif., Paper No. 1503.
    • Roeder, C. W., Lehman, D. E., and Christopulos, A. (2006). " Seismic performance of special concentrically braced frames with buckling restrained braces.. " Proc., 8th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland, Calif., Paper No. 1503.
    • (2006) Proc., 8th U.S. National Conf. on Earthquake Engineering
    • Roeder, C.W.1    Lehman, D.E.2    Christopulos, A.3
  • 20
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    • Bidirectional substructural pseudodynamic tests of a full-scale 2-story BRBF. 1: Seismic design, analytical and experimental performance assessment
    • Earthquake Engineering Research Institute, Oakland, Calif., Paper No. 1097.
    • Tsai, K. C., Weng, Y. T., Wang, K. J., Tsai, C. Y., and Lai, J. W. (2006). " Bidirectional substructural pseudodynamic tests of a full-scale 2-story BRBF. 1: Seismic design, analytical and experimental performance assessment.. " Proc., 8th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland, Calif., Paper No. 1097.
    • (2006) Proc., 8th U.S. National Conf. on Earthquake Engineering
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.