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SEISMIC RESPONSE OF STRUCTURES ON SOFT FOUNDATIONS = REPONSE SEISMIQUE DES STRUCTURES SUR LES SOLS DE FONDATIONS MEUBLESBYRNE PM; PRAKASH SHAMSHER ED.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 305-309; BIBL. 10 REF.; 1 TAB. ; ILL.Conference Paper

ANALYSIS OF THE EL CENTRO DIFFERENTIAL ARRAY FOR THE 1979 IMPERIAL VALLEY EARTHQUAKE = ANALYSE DES DONNEES DU RESEAU SISMIQUE DIFFERENTIEL D'EL CENTRO CONCERNANT LE TREMBLEMENT DE TERRE DE 1979 D'IMPERIAL VALLEYSMITH STEWART W; EHRENBERG JOHN E; HERNANDEZ E NORMAN et al.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 84-85Conference Paper

WAVE SCATTERING AS A POSSIBLE CAUSE FOR THE OBSERVED PGA FLUCTUATIONS AT EL CENTRO DIFFERENTIAL ARRAY DURING THE OCTOBER 15, 1979 EARTHQUAKE = LA DISPERSION DES ONDES: UNE CAUSE POSSIBLE DE L'OBSERVATION DE VARIATIONS DE L'ACCELERATION MAXIMALE DU SOL SUR LE DISPOSITIF DIFFERENTIEL DE EL CENTRO PENDANT LE SEISME DU 15 OCTOBRE 1979NIAZI M; ANONYMOUS.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 79-80Conference Paper

A DISTRIBUTED POINT-SOURCE REPRESENTATION OF PEAK GROUND ACCELERATIONS RECORDED DURING THE 1979 IMPERIAL VALLEY EARTHQUAKE = UNE REPRESENTATION "POINT-SOURCE" DES IMPETUS ENREGISTRES DURANT LE TREMBLEMENT DE TERRE D'IMPERIAL VALLEY DE 1979EDWARDS RB; ANONYMOUS.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 83-84Conference Paper

SITE AMPLIFICATION AT EL CENTRO STRONG MOTION ARRAY STATION MU 6 = AMPLIFICATION DU SITE A LA STATION DU RESEAU SISMIQUE DES SECOUSSES VIOLENTES MU 6 D'EL CENTROMUELLER CS; BOORE DM; ANONYMOUS et al.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 84Conference Paper

AN ANALYSIS OF STRONG-MOTION DATA FROM A SEVERELY DAMAGED STRUCTURE, THE IMPERIAL COUNTY SERVICES BUILDING, EL CENTRO, CALIFORNIA = ANALYSE DES DONNEES D'UN MOUVEMENT VIOLENT A PARTIR D'UN EDIFICE SEVEREMENT ENDOMMAGE, SERVICE DE LA CONSTRUCTION DU COMTE IMPERIAL, EL CENTRO, CALIFORNIEROJAHN CHRISTOPHER; MORK PN.1981; OPEN-FILE REP. (U. S. GEOL. SURV. 1978); ISSN 0196-1497; USA; DA. 1981; NO 81-0194; 38; BIBL. 13 REF.; ILL.Serial Issue

GEOLOGY AND RESERVOIR ANALYSIS OF EAST MESA GEOTHERMAL FIELD, IMPERIAL COUNTY, CALIFORNIAORTEL WH.1977; AMER. ASS. PETROLEUM GEOLOGISTS BULL.; USA; DA. 1977; VOL. 61; NO 8; PP. 1385Article

DYNAMIC BEHAVIOR OF SOILS FROM FIELD AND LABORATORY TESTS = COMPORTEMENT DYNAMIQUE DES SOLS A PARTIR D'ESSAIS DE TERRAIN ET DE LABORATOIREGRANT WP; BROWN FR JR; PRAKASH SHAMSHER ED et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. II; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 591-596; BIBL. 9 REF.; ILL.Conference Paper

SITE CHARACTERIZATION FOR STATIONS 6 AND 7, EL CENTRO STRONG MOTION ARRAY, IMPERIAL VALLEY, CALIFORNIA = CARACTERISATION SUR LE TERRAIN POUR LES STATIONS 6 ET 7 DU RESEAU DE MESURE DES SECOUSSES VIOLENTES D'EL CENTRO, IMPERIAL VALLEY, CALIFORNIECHEN ATF; BENNETT MJ.1982; OPEN-FILE REP. (U. S. GEOL. SURV. 1978); ISSN 0196-1497; USA; DA. 1982; 40; BIBL. 22 REF.; 3 TAB. ; ILL.;[; USGS/82-1040]Report

SAND LIQUEFACTION; INELASTIC EFFECTIVE STRESS MODEL = LA LIQUEFACTION DU SABLE; MODELE DE CONTRAINTES EFFECTIVES INELASTIQUESKATSIKAS CHRISTOS A; WYLIE E BENJAMIN.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-01; VOL. 108; NO GT1; PP. 63-81; BIBL. 23 REF.; 2 TAB. ; ILL.Article

ANALYSIS OF THE EL CENTRO DIFFERENTIAL ARRAY FOR THE 1979 IMPERIAL VALLEY EARTQUAKE = ANALYSE DU DISPOSITIF D'ENREGISTREMENT DIFFERENTIEL D'EL CENTRO POUR LE SEISME D'IMPERIAL VALLEY DE 1979SMITH STEWART W; EHRENBERG JOHN E; HERNANDEZ E NORMAN et al.1982; BULL. SEISMOL. SOC. AM.; ISSN 0037-1106; USA; DA. 1982-02; VOL. 72; NO 1; PP. 237-258; BIBL. 10 REF.; ILL.Article

Inelastic seismic response of simple eccentric structures = Réponse sismique inélastique de simples structures excentriquesTSO, W. K; SADEK, A. W.Earthquake engineering & structural dynamics. 1985, Vol 13, Num 2, pp 255-269, issn 0098-8847Article

Fuzzy sliding mode control for a building structure based on genetic algorithmsWANG, An-Pei; LEE, Chen-Der.Earthquake engineering & structural dynamics. 2002, Vol 31, Num 4, pp 881-895, issn 0098-8847Article

Response spectrum of incompatible acceleration, velocity and displacement histories. Author's replyMYLONAKIS, George; SYNGROS, Costis; MALHOTRA, Praveen K et al.Earthquake engineering & structural dynamics. 2002, Vol 31, Num 4, pp 1025-1035, issn 0098-8847, 10 p.Article

Dynamic response of uniform level ground depositsLAW, H. K; KO, H.-Y.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 623-628, isbn 90-5410-578-X, 2VolConference Paper

Finite element analysis of fluid phase nonlinearity effects on the undrained dynamic behaviour of nearly saturated porous media = Analyse par élément fini des effets non linéaires des phases liquides sur le comportement dynamique à l'état non drainé d'un milieu poreux pratiquement saturéGENNA, F; CIVIDINI, A.Soil dynamics and earthquake engineering (1984). 1989, Vol 8, Num 4, pp 189-201, issn 0267-7261Article

Inelastic analysis of the imperial county services building = Analyse inélastique des bâtiments de service de Imperial CountyMOSS, P. J; CARR, A. J; PARDEON, G. C et al.Bulletin of the New Zealand National Society for Earthquake Engineering. 1983, Vol 16, Num 2, pp 141-155, issn 0110-0718Article

Tangential-projection algorithm for manifold representation in unidentifiable model updating problemsKATAFYGIOTIS, Lambros S; LAM, Heung-Fai.Earthquake engineering & structural dynamics. 2002, Vol 31, Num 4, pp 791-812, issn 0098-8847Article

Earthquake response of multistory masonry building with friction base isolationQAMARUDDIN, M; AL-JABRI, K. S; AL-ORAIMI, S. K et al.Bulletin of the Indian Society of Earthquake Technology. 1996, Vol 33, Num 3, pp 215-227, issn 0019-6371Article

Horizontal-vertical response spectra for El centro 1940 earthquake = Spectre de réponse horizontal et vertical pour le séisme El Centro 1940ORABI, I. I; AHMADI, G.Archives of Mechanics. 1987, Vol 39, Num 6, pp 589-603, issn 0373-2029Article

Experimental and theoretical simulations of seismic poundings between two adjacent structuresCHAU, K. T; WEI, X. X; GUO, X et al.Earthquake engineering & structural dynamics. 2003, Vol 32, Num 4, pp 537-554, issn 0098-8847, 18 p.Article

Evaluation of response and energy in actively controlled structuresWONG, Kevin K. F; RONG YANG.Earthquake engineering & structural dynamics. 2001, Vol 30, Num 10, pp 1495-1510, issn 0098-8847Article

Methods for determining background metal concentrations : lessons shared from southern California Department of Defense sitesUMSTOT, D; FRANKS, A. L.International Conference on Tailings and Mine Waste'98. 1998, pp 639-644, isbn 90-5410-922-XConference Paper

Dynamic response of multistoreyed brick buildings = Réponse dynamique de bâtiments en briques à plusieurs étagesQAMARUDDIN, M; ARYA, A. S; CHANDRA, B et al.Earthquake engineering & structural dynamics. 1985, Vol 13, Num 2, pp 135-150, issn 0098-8847Article

Investigation of the dynamic response of rigid footings on tensionless Winkler foundationPSYCHARIS, Ioannis N.Soil dynamics and earthquake engineering (1984). 2008, Vol 28, Num 7, pp 577-591, issn 0267-7261, 15 p.Article

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