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Volumn , Issue 75 II, 1998, Pages 1223-1234

Nonlinear dynamic analysis of large diameter pile foundations for the bay bridge

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE PIERS; COMPUTER SIMULATION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; PILE FOUNDATIONS; RETROFITTING; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0031645960     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (2)

References (18)
  • 1
    • 11544349605 scopus 로고    scopus 로고
    • Modeling of Soil-Pile Superstructure Interaction in the Design of Bridge Foundations
    • Oct. 8-10, San Diego, California
    • Abghari, A. and Chai, J. (1996), "Modeling of Soil-Pile Superstructure Interaction in the Design of Bridge Foundations," Proceedings of the ASCE Convention, Oct. 8-10, San Diego, California.
    • (1996) Proceedings of the ASCE Convention
    • Abghari, A.1    Chai, J.2
  • 7
    • 0000402526 scopus 로고
    • Response of Soft Soil Sites during the 1989 Loma Prieta Earthquake and Implications for Seismic Design Criteria
    • Nov. 20-23, Auckland, New Zealand
    • Dickenson, S. E., Seed, R. B., Lysmer, J., and Mok, C. M. (1991), "Response of Soft Soil Sites During the 1989 Loma Prieta Earthquake and Implications for Seismic Design Criteria," Proceedings of the Pacific Conference on Earthquake Engineering, Nov. 20-23, Auckland, New Zealand.
    • (1991) Proceedings of the Pacific Conference on Earthquake Engineering
    • Dickenson, S.E.1    Seed, R.B.2    Lysmer, J.3    Mok, C.M.4
  • 10
    • 0042000963 scopus 로고
    • Report to the Director, California Department of Transportation by the Seismic Advisory Board, October 1994
    • Housner, G. W., and Thiel, C. C. Jr. (1994), "The Continuing Challenge," Report to the Director, California Department of Transportation by the Seismic Advisory Board, October 1994.
    • (1994) The Continuing Challenge
    • Housner, G.W.1    Thiel Jr., C.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.