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Volumn 33, Issue 6, 2004, Pages 687-706

Behavior of moment-resisting frame structures subjected to near-fault ground motions

Author keywords

Frame structures; Near fault; Near field; Near source; Pulse; Seismic demands

Indexed keywords

DUCTILITY; EARTHQUAKES; ELASTICITY; REGRESSION ANALYSIS; SHEAR STRENGTH;

EID: 2342559851     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.369     Document Type: Article
Times cited : (477)

References (15)
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    • Somerville P, Smith N, Graves R, Abrahamson N. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismological Research Letters 1997; 68: 180-203.
    • (1997) Seismological Research Letters , vol.68 , pp. 180-203
    • Somerville, P.1    Smith, N.2    Graves, R.3    Abrahamson, N.4
  • 2
    • 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. Proceedings of SMIP98 Seminar on Utilization of Strong-Motion Data, Oakland, CA, September 1998.
    • (1998) Proceedings of SMIP98 Seminar on Utilization of Strong-Motion Data
    • Somerville, P.1
  • 3
    • 0003871456 scopus 로고    scopus 로고
    • Structural Engineers Association of California. 7th Edition. SEAOC: Sacramento, California
    • Structural Engineers Association of California. Recommended Lateral Force Requirements and Commentary. 7th Edition. SEAOC: Sacramento, California, 1999.
    • (1999) Recommended Lateral Force Requirements and Commentary
  • 4
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    • International Conference of Building Officials. Whittier, California
    • International Conference of Building Officials. Uniform Building Code. Whittier, California, 1997.
    • (1997) Uniform Building Code
  • 11
    • 0038176217 scopus 로고    scopus 로고
    • Importance of severe pulse-type ground motions in performance-based engineering: Historical and critical review
    • New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand
    • Sasani, M, Bertero V. Importance of severe pulse-type ground motions in performance-based engineering: historical and critical review. 12th World Conference on Earthquake Engineering, New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand, 2000.
    • (2000) 12th World Conference on Earthquake Engineering
    • Sasani, M.1    Bertero, V.2
  • 12
    • 0012080665 scopus 로고    scopus 로고
    • Ph.D. dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley, Fall
    • Rodriguez-Marek A. Near-fault site response. Ph.D. dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley, Fall 2000.
    • (2000) Near-Fault Site Response
    • Rodriguez-Marek, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.