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Volumn 24, Issue 11, 2002, Pages 1369-1381

Simplified inverse stiffness design for nonlinear soil amplification

Author keywords

Design response spectrum; Engineering bedrock; Equivalent linearization; Finite element model; Inverse problem; Nonlinear soil amplification; Stiffness design; Structure foundation soil interaction; Wave Propagation

Indexed keywords

FINITE ELEMENT METHOD; LINEARIZATION; MODEL STRUCTURES; STIFFNESS; STRUCTURAL DESIGN; WAVE PROPAGATION;

EID: 0036838121     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00057-3     Document Type: Article
Times cited : (2)

References (17)
  • 6
    • 0032146140 scopus 로고    scopus 로고
    • Equivalent linear ductility design of soil-structure interaction systems
    • (1998) Engng Struct , vol.20 , Issue.8 , pp. 655-662
    • Takewaki, I.1
  • 7
    • 0032842255 scopus 로고    scopus 로고
    • Inverse stiffness design of shear-flexural building models including soil-structure interaction
    • (1999) Engng Struct , vol.21 , Issue.12 , pp. 1045-1054
    • Takewaki, I.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.