메뉴 건너뛰기




Volumn 2, Issue 2, 2003, Pages 255-268

Ductility demands on buckling-restrained braced frames under earthquake loading

Author keywords

Buckling restrained braced frames; Buckling restrained braces; Buildings; Seismic codes and standards; Seismic response ductility demand; Structural response

Indexed keywords

BUCKLING; CONCRETES; CONTROL NONLINEARITIES; DEBONDING; DUCTILITY; EARTHQUAKES; HARDENING; SEISMOLOGY; STANDARDS; TENSILE TESTING;

EID: 4544228473     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-003-0009-5     Document Type: Article
Times cited : (73)

References (30)
  • 6
    • 84857494442 scopus 로고    scopus 로고
    • Refined inelastic truss bar element (Type 01) with isotropic hardening for DRAIN-2DX, element description and user guide
    • in preparation, Lehigh University, Bethlehem, PA
    • Fahnestock LA, Ricles JM and Sause R (2004), "Refined Inelastic Truss Bar Element (Type 01) with Isotropic Hardening for DRAIN-2DX, Element Description and User Guide," ATLSS Report in preparation, Lehigh University, Bethlehem, PA.
    • (2004) ATLSS Report
    • Fahnestock, L.A.1    Ricles, J.M.2    Sause, R.3
  • 10
    • 0003826055 scopus 로고    scopus 로고
    • Falls Church, VA
    • International Code Council (2000), International Building Code, Falls Church, VA.
    • (2000) International Building Code
  • 11
    • 33750702783 scopus 로고    scopus 로고
    • Performance evaluation of buckling-restrained braces in damage-controlled structures
    • Mazzolani, F. (ed.), Naples, Italy, June 9-12
    • th International Conference STESSA 2003, Mazzolani, F. (ed.), Naples, Italy, June 9-12, pp. 37-43.
    • (2003) th International Conference STESSA 2003 , pp. 37-43
    • Iwata, M.1    Kato, T.2    Wada, A.3
  • 12
    • 0002961277 scopus 로고    scopus 로고
    • Buckling-restrained braces as hysteretic dampers
    • Mazzolani, F., and Tremblay, R. (ed.), Montreal, Canada, August 21-24
    • rd International Conference STESSA 2000, Mazzolani, F., and Tremblay, R. (ed.), Montreal, Canada, August 21-24, pp. 33-38.
    • (2000) rd International Conference STESSA 2000 , pp. 33-38
    • Iwata, M.1    Kato, T.2    Wada, A.3
  • 20
    • 0028381717 scopus 로고
    • Inelastic link element for EBF seismic analysis
    • ASCE
    • Ricles JM and Popov EP (1994), "Inelastic Link Element for EBF Seismic Analysis," Journal of Structural Engineering, ASCE, 120 (2): 441-463.
    • (1994) Journal of Structural Engineering , vol.120 , Issue.2 , pp. 441-463
    • Ricles, J.M.1    Popov, E.P.2
  • 22
    • 33646668185 scopus 로고    scopus 로고
    • Research on improving the design and analysis of earthquake-resistant steel braced frames
    • Earthquake Engineering Research Institute, Oakland, CA
    • Sabelli R (2001), "Research on Improving the Design and Analysis of Earthquake-Resistant Steel Braced Frames," The 2000 NEHRP Professional Fellowship Report, Earthquake Engineering Research Institute, Oakland, CA.
    • (2001) The 2000 NEHRP Professional Fellowship Report
    • Sabelli, R.1
  • 23
    • 33646644437 scopus 로고    scopus 로고
    • Development of building code provisions for buckling-restrained braced frames
    • Mazzolani, F. (ed.), Naples, Italy, June 9-12
    • th International Conference STESSA 2003, Mazzolani, F. (ed.), Naples, Italy, June 9-12, pp. 813-818.
    • (2003) th International Conference STESSA 2003 , pp. 813-818
    • Sabelli, R.1    Aiken, I.2
  • 24
    • 0003294699 scopus 로고    scopus 로고
    • Development of ground motion time histories for phase 2 of the FEMA/SAC steel project
    • SAC Joint Venture, Sacramento, CA
    • Somerville P, Smith N, Punyamurthula S and Sun J (1997), "Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project," SAC Background Document SAC/BD-97/04, SAC Joint Venture, Sacramento, CA.
    • (1997) SAC Background Document SAC/BD-97/04
    • Somerville, P.1    Smith, N.2    Punyamurthula, S.3    Sun, J.4
  • 27
    • 0025956345 scopus 로고
    • d factors for building seismic provisions
    • ASCE
    • d Factors for Building Seismic Provisions," Journal of Structural Engineering, ASCE, 117(1): 19-28.
    • (1991) Journal of Structural Engineering , vol.117 , Issue.1 , pp. 19-28
    • Uang, C.M.1
  • 28
    • 0028479758 scopus 로고
    • Deflection amplification factor for seismic design provisions
    • ASCE
    • Uang CM and Maarouf A (1994), "Deflection Amplification Factor for Seismic Design Provisions," Journal of Structural Engineering, ASCE, 120(8): 2423-2436.
    • (1994) Journal of Structural Engineering , vol.120 , Issue.8 , pp. 2423-2436
    • Uang, C.M.1    Maarouf, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.