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Volumn 25, Issue 5, 2003, Pages 637-653

Seismic drift and ductility demands and their dependence on ground motions

Author keywords

Inelastic dynamic analysis; Performance based design; Seismic demands

Indexed keywords

DUCTILITY; PROBABILITY; SEISMIC PROSPECTING; STRUCTURAL FRAMES;

EID: 0037375563     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00174-8     Document Type: Article
Times cited : (161)

References (13)
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    • Gupta A, Krawinkler H. Dynamic P-delta effects for flexible inelastic steel structures. ASCE J Struct Eng 2000;126(1):145-54.
    • (2000) ASCE J Struct Eng , vol.126 , Issue.1 , pp. 145-154
    • Gupta, A.1    Krawinkler, H.2
  • 5
    • 0036628359 scopus 로고    scopus 로고
    • Relating SMRFs seismic drift demands to element deformation demands to element deformation demands
    • Gupta A, Krawinkler H. Relating SMRFs seismic drift demands to element deformation demands. AISC Eng J 2002;39(2);100-8.
    • (2002) AISC Eng J , vol.39 , Issue.2 , pp. 100-108
    • Gupta, A.1    Krawinkler, H.2
  • 7
    • 0002845133 scopus 로고    scopus 로고
    • Development of an improved ground motion representation for near fault ground motions
    • Oakland, CA, September
    • Somerville P. Development of an improved ground motion representation for near fault ground motions. SMIP98 Seminar on Utilization of Strong-Motion Data, Oakland, CA, September. 1998.
    • (1998) SMIP98 Seminar on Utilization of Strong-Motion Data
    • Somerville, P.1
  • 8
    • 0009786283 scopus 로고    scopus 로고
    • Structural engineering design provisions
    • UBC. International Conference of Building Officials
    • UBC. Structural engineering design provisions. In: Uniform Building Code. International Conference of Building Officials, vol. 2. 1997.
    • (1997) Uniform Building Code , vol.2
  • 9
    • 0012267509 scopus 로고    scopus 로고
    • John A. Blume Earthquake Engineering Center Report No. 138. Department of Civil Engineering, Stanford University, February
    • Alavi B, Krawinkler H. Effects of near-fault ground motions onframe structures. John A. Blume Earthquake Engineering Center Report No. 138. Department of Civil Engineering, Stanford University, February 2001.
    • (2001) Effects of Near-fault Ground Motions on Frame Structures
    • Alavi, B.1    Krawinkler, H.2
  • 10
    • 0033701450 scopus 로고    scopus 로고
    • Behavior of ductile SMRFs at various seismic hazard levels
    • Gupta A, Krawinkler H. Behavior of ductile SMRFs at various seismic hazard levels. ASCE J Struct Eng 2000;126(1):98-107.
    • (2000) ASCE J Struct Eng , vol.126 , Issue.1 , pp. 98-107
    • Gupta, A.1    Krawinkler, H.2
  • 11
  • 12
    • 0002784641 scopus 로고    scopus 로고
    • Effects of random connection fractures on the demands and reliability for a 3-story pre-Northridge SMRF structure
    • Seattle, Washington June
    • Luco N, Cornell CA. Effects of random connection fractures on the demands and reliability for a 3-story pre-Northridge SMRF structure. Proceedings of the Sixth US National Conference on Earthquake Engineering, Seattle, Washington. June 1998
    • (1998) Proceedings of the Sixth US National Conference on Earthquake Engineering
    • Luco, N.1    Cornell, C.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.