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Soil Dynamics and Earthquake Engineering

Volumn 19, Issue 5, 2000, Pages 319-331

Effects of the constitutive relationship on seismic response of soils. Part II. The site amplification study

(2) Puzrin, A M a Shiran, A a

a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY (Israel)

Author keywords

Constitutive relationship; Dynamic analysis; Site amplification

Indexed keywords

ACOUSTIC WAVE TRANSMISSION; BOUNDARY VALUE PROBLEMS; EARTHQUAKES; FUNCTION EVALUATION; MATHEMATICAL MODELS; SEISMIC WAVES; STRAIN; THREE DIMENSIONAL; VISCOELASTICITY;

LOGARITHMIC FUNCTION; ONE DIMENSIONAL SHEAR WAVE PROPAGATION; RAMBERG OSGOOD CONSTITUTIVE RELATIONSHIP; SEISMIC LOADING; SEISMIC RESPONSE; SITE AMPLIFICATION;

SOIL MECHANICS;

AMPLIFICATION; CONSTITUTIVE EQUATION; CYCLIC LOADING; SEISMIC RESPONSE; SITE EFFECT; SOIL DYNAMICS;

EID: 0034253933 PISSN: 02677261 EISSN: None Source Type: Journal
DOI: 10.1016/S0267-7261(00)00028-2 Document Type: Article

Times cited : (8)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.