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Volumn , Issue 181, 2008, Pages

Seismic response analyses for the silicon valley rapid transit project

Author keywords

[No Author keywords available]

Indexed keywords

AMPLIFICATION FACTORS; CRITICAL ISSUES; DESIGN INPUT; EQUIVALENT-LINEAR; GROUND RESPONSE; HIGHLY SENSITIVE; LARGE AMPLITUDE; LARGE STRAINS; MODULUS REDUCTION; NONLINEAR CODES; SEISMIC GROUND; SEISMIC RESPONSE ANALYSIS; SILICON VALLEY; SMALL STRAINS; SOIL COLUMN; SOIL TYPES; STRESS-STRAIN; TRANSIT PROJECTS;

EID: 84868944501     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40975(318)210     Document Type: Conference Paper
Times cited : (10)

References (17)
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  • 4
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    • Darendeli (2001). "Development of a new family of normalized modulus reduction and material damping curves," Ph.D. Dissertation, Dept. of Civil Engineering, Univ. of Texas, Austin, TX.
    • (2001)
    • Darendeli1
  • 5
    • 0035477265 scopus 로고    scopus 로고
    • Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment
    • Hashash, Y.M.A. and Park, D. (2001). "Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment." Engrg. Geology, 62(1-3), 185-206.
    • (2001) Engrg. Geology , vol.62 , Issue.1-3 , pp. 185-206
    • Hashash, Y.M.A.1    Park, D.2
  • 6
    • 0037048325 scopus 로고    scopus 로고
    • Viscous damping formulation and high frequency motion propagation in nonlinear site response analysis
    • Hashash, Y.M.A. and Park, D. (2002). "Viscous damping formulation and high frequency motion propagation in nonlinear site response analysis." Soil Dynamics and Earthquake Engrg., 22(7), 611-624.
    • (2002) Soil Dynamics and Earthquake Engrg , vol.22 , Issue.7 , pp. 611-624
    • Hashash, Y.M.A.1    Park, D.2
  • 7
    • 8644235216 scopus 로고    scopus 로고
    • Soil damping formulation in nonlinear time domain site response analysis
    • Park, D. and Hashash, Y. M. A. (2004). "Soil damping formulation in nonlinear time domain site response analysis." J. of Earthquake Engrg., 8(2), 249-274.
    • (2004) J. of Earthquake Engrg , vol.8 , Issue.2 , pp. 249-274
    • Park, D.1    Hashash, Y.M.A.2
  • 9
    • 0009425682 scopus 로고
    • Strength of Cohesive Soils Under Transient and Cyclic Loading Conditions
    • Ishihara, K. (1981). "Strength of Cohesive Soils Under Transient and Cyclic Loading Conditions," State-of-the-Art in Earthquake Engineering, 154-169.
    • (1981) State-of-the-Art in Earthquake Engineering , pp. 154-169
    • Ishihara, K.1
  • 13
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    • ShakeEdit Software 2007, SHAKE2000, Version 3.0.0. Lacey, WA
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    • Dynamic and Cyclic Behavior of Soils over the Wide Range of Shear Strains in NGI-type Simple Shear Testing Devices,
    • Dept. of Civil Engineer, University of California, Los Angeles, ENG-02-228
    • Hsu, C. and Vucetic, M. (2002). "Dynamic and Cyclic Behavior of Soils over the Wide Range of Shear Strains in NGI-type Simple Shear Testing Devices," Research Report, Dept. of Civil Engineer, University of California, Los Angeles, ENG-02-228.
    • (2002) Research Report
    • Hsu, C.1    Vucetic, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.