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Journal of Engineering Mechanics

Volumn 128, Issue 1, 2002, Pages 34-47

Seismic simulation of inelastic soils via frequency-dependent moduli and damping

(2) Kausel, Eduardo a,b Assimaki, Dominic c

a ASCE ^* (United States)

b Massachusetts Institute of Technology Cambridge (United States)

c MASSACHUSETTS INSTITUTE OF TECHNOLOGY (United States)

Author keywords

Damping; Frequency; Inelastic action; Seismic response; Simulation; Soils; Tennessee

Indexed keywords

BROADBAND EARTHQUAKE MOTIONS; FREQUENCY-INDEPENDENT DAMPING;

ALGORITHMS; COMPUTER SIMULATION; DAMPING; DEFORMATION; EARTHQUAKE EFFECTS; ELASTIC MODULI; FREQUENCIES; HIGH PRESSURE EFFECTS; HYSTERESIS; ITERATIVE METHODS; SEISMIC PROSPECTING; SETTLING TANKS; STRAIN;

SOIL MECHANICS;

DAMPING; SEISMIC ATTENUATION; SHEAR MODULUS; SITE EFFECT; SOIL DYNAMICS;

EID: 0036169675 PISSN: 07339399 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9399(2002)128:1(34) Document Type: Article

Times cited : (107)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.