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MODELE DE FONDATION PRENANT EN COMPTE LES FORCES TANGENTIELLES DE REACTIONKURSHIN LM; GOLIPAD LI.1980; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 6; PP. 49-53; BIBL. 7 REF.Article

DYNAMISCHE ZUSAMMENWIRKUNG VON FUNDAMENT UND FUNDAMENTBODEN = INTERACTION DYNAMIQUE FONDATION-SOLMAKOVICKA D.1981; ANWENDUNG MATHEMATISCHER METHODEN UND DER EDV ZUR INTENSIVIERUNG DER BAUPRODUKTION. IKM. INTERNATIONALER KONGRESS UEBER ANWENDUNGEN DER MATHEMATIK IN DEN INGENIEURWISSENSCHAFTEN. 9/1981/WEIMAR; DDR; WEIMAR: HOCHSCHULE FUER ARCHITEKTUR UND BAUWESEN; DA. 1981; PP. 12-16Conference Paper

PROBLEME DES ZUSAMMENWIRKENS VON FUNDAMENTEN MIT GEFRORENE BAUGRUND = LE PROBLEME DES REACTIONS ENTRE FONDATIONS ET SOL GELESCHROEDER H.1978; WISSENSCH. Z. HOCHSCH. ARCHIT. BAUWES. WEIMAR; DDR; DA. 1978; VOL. 25; NO 2; PP. 107-114Article

A SENSITIVITY STUDY OF SEISMIC STRUCTURE-SOIL-STRUCTURE INTERACTION PROBLEMS FOR NUCLEAR POWER PLANTSMATTHEES W; MAGIERA G.1982; NUCLEAR ENGINEERING AND DESIGN; ISSN 0029-5493; NLD; DA. 1982; VOL. 73; NO 3; PP. 343-363; BIBL. 30 REF.Article

THE RELIABILITY OF SOIL-STRUCTURE INTERACTION = LA FIABILITE DE L'INTERACTION SOL STRUCTUREBIERNATOWSKI K.1981; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1981; VOL. 4; PP. 211-220; BIBL. 15 REF.Conference Paper

NUMERICAL TREATMENT OF ROCK-STRUCTURE INTERACTION PROBLEMS WITH COMBINED MATERIAL LAWS = TRAITEMENT NUMERIQUE DES PROBLEMES D'INTERACTION ROCHE-STRUCTURE AVEC COMBINAISON DES LOIS DU MATERIAUCRAMER H; WUNDERLICH W.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 578-590; BIBL. 7 REF.Conference Paper

CALCUL DES CONSTRUCTIONS DISPOSEES SUR UN FONDEMENT STATISTIQUEMENT NON UNIFORMEMAKAROV BP; KURSHIN AL.1981; PROBL. PROCN. (KIEV); ISSN 0556-171X; UKR; DA. 1981; NO 1; PP. 5-8; ABS. ENG; BIBL. 3 REF.Article

BEITRAG ZUR ERFASSUNG DER WECHSELWIRKUNG ZWISCHEN ROHR UND BODEN = RAPPORT SUR LA DETERMINATION DES INTERACTIONS ENTRE CANALISATION ET SOLPREGL O; FUCHS M; PETSCHL G et al.1980; CHEM. KUNSTST.-AKTUELL; AUT; DA. 1980; VOL. 34; NO 5-6; PP. 152-157; BIBL. 7 REF.Conference Paper

STUDIES ON THE STATIC AND DYNAMIC BEHAVIOUR OF OFFSHORE STRUCTURES = ETUDES DU COMPORTEMENT STATIQUE ET DYNAMIQUE DE STRUCTURES OFFSHOREREDDY DV.1971; ONCOE 81. INDIAN CONFERENCE IN OCEAN ENGINEERING. 1/1981/MADRAS; IND; MADRAS: INDIAN INSTITUTE OF TECHNOLOGY; DA. 1971; PP. 121-142; BIBL. 2 P.Conference Paper

SOIL DYNAMICS, LIQUEFACTION ET INTERACTION SOL STRUCTURE1982; INTERNATIONAL EARTHQUAKE MICROZONATION CONFERENCE. 3/1982-06-28/SEATTLE WA; USA; DA. 1982; VOL. 2; PP. 907-1168; BIBL. DISSEM.Conference Paper

FREQUENCY INDEPENDENT STIFFNESS AND DAMPING COEFFICIENTS FOR STRUCTURE-FOUNDATION SYSTEMSTHAMBIRAJAH BALENDRA; YONG PHAI TAN; SENG LIP LEE et al.1981; INT. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1981; VOL. 23; NO 9; PP. 531-546; BIBL. 23 REF.Article

ACTION D'UNE SEMELLE RIGIDE A SURFACE D'APPUI BOMBEE SUR LE TERRAIN DE FONDATIONGRITSUK MS; DARKOVICH SS.1980; IZV. VYSS. UCEBN. ZAVED., STROIT ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 6; PP. 17-20; BIBL. 6 REF.Article

CONTACT STRESSES OF FOUNDATION STRIPS AT DIFFERENT DEPTHS OF FINITE THICKNESS SOILKRATENA J; KYSELA Z.1978; ACTA TECH. C.S.A.V.; CSK; DA. 1978; VOL. 23; NO 3; PP. 318-324; BIBL. 9 REF.Article

DYNAMIC INTERACTION FOR IDEALIZED OFF-SHORE STRUCTURESWARBURTON GB; HUTTON SG.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1978; VOL. 6; NO 6; PP. 557-567; BIBL. 5 REF.Article

FLEXION D'UNE PAROI DANS UN DEMI-PLAN ELASTIQUEBOSAKOV SV.1982; PRIKL. MEH. (KIEV); ISSN 0032-8243; UKR; DA. 1982; VOL. 18; NO 10; PP. 45-50; BIBL. 14 REF.Article

SOIL-STRUCTURE INTERACTION BY MODIFIED WINKLER MODEL = INTERACTION SOL STRUCTURE PAR UN MODELE DE WINKLER MODIFIEKOVACIC D; SKORO B; GRUBIC N et al.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 699-715; BIBL. 9 REF.Conference Paper

ANALYSIS OF RIGID RAFTS SUPPORTED BY GRANULAR PILES = ANALYSE DE RADIERS RIGIDES SUPPORTES PAR DES PIEUX GRANULAIRESBALAAM NP; BOOKER JR.1981; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 4; PP. 379-403; BIBL. 10 REF.Article

SOIL-FOUNDATION-STRUCTURE INTERACTION = INTERACTION SOL-FONDATION-STRUCTUREGOSCHY B.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 5; PP. 749-761; BIBL. 14 REF.Article

ANALYSIS OF A WAVE-STRUCTURE-SOIL SYSTEM. CASE STUDY OF A GRAVITY PLATFORMBELL K; HANSTEEN OE; LARSEN PK et al.1978; MAR. SCI. COMMUNIC.; USA; DA. 1978; VOL. 4; NO 3; PP. 221-238; BIBL. 12 REF.Article

DETERMINATION DES DEFORMATIONS DE LA SALLE OMNISPORT "OLIMPIADE-80" A LUZHNIKISERDYUKOV VM; RADZIEVSKIJ VK; OVCHARENKO VA et al.1980; GEOL. I KARTOGR.; SUN; DA. 1980; NO 7; PP. 27-30; BIBL. 5 REF.Article

ZAGADNIENIE PRZEMIESZCZEN PALI W OSRODKU GRUNTOWYM POD WPLYWEM OBEIAZENIA = TASSEMENT DES PIEUX SOUMIS A UN CHARGEMENT DANS LE SOLGWIZDALA K.1980; ARCH. HYDROTECH.; POL; DA. 1980; VOL. 27; NO 1; PP. 93-117; ABS. RUS/ENG; BIBL. 26 REF.Article

SZTYWNOS POSTACIOWA W ZAGADNIENU USPOLPRACY BUDOWLI Z PODLOZEM = RIGIDITE EN CISAILLEMENT DANS L'INTERACTION SOL STRUCTUREPYTEL W.1978; ARCH. INZYNIER. LAD.; POL; DA. 1978; VOL. 24; NO 3; PP. 455-465; ABS. RUS/ENG; BIBL. 6 REF.Article

SULL' ANALISI NUMERICA DELLE DIGHE AD ARCO CON PARTICOLARE RIFERIMENTO AI PROBLEMI DI FONDAZIONE. = ANALYSE NUMERIQUE DES BARRAGES VOUTES ET PARTICULIEREMENT DES PROBLEMES DE FONDATIONSBENEDETTI D; FONTANA A.1977; ENERG. ELETTR.; ITA; DA. 1977; VOL. 54; NO 11; PP. 525-528Article

SUBGRADE CONTACT PRESSURES UNDER RIGID PAVEMENTS = PRESSIONS DE CONTACT DU SOL DE FONDATION DE CHAUSSEES RIGIDESCHOU YT.1983; JOURNAL OF TRANSPORTATION ENGINEERING; ISSN 512737; USA; DA. 1983; VOL. 109; NO 3; PP. 363-379; BIBL. 14 REF.Article

ETUDE DE LA RIGIDITE DES PANNEAUX DE CLOISONNEMENT D'UN MUR A CAVITES TRANSVERSALES DANS LE SOLBIL'CHENKO AV; MOLODCHENKO GA; SHIPEL LV et al.1982; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1982; NO 6; PP. 9-13; BIBL. 2 REF.Article

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