DIRECT FINITE ELEMENT METHOD FOR LINEAR SOIL-STRUCTURE INTERACTION = METHODE DES ELEMENTS FINI DIRECT POUR L'INTERACTION LINEAIRE SOL STRUCTUREMEDINA F.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 630-642; BIBL. 9 REF.Conference Paper

STOCHASTIC RESPONSE OF MULTISTOREY YIELDING FRAMES = REPONSE STOCHASTIQUE DE PORTIQUES ETAGES EN AFFAISSEMENTBABER TT; YI KWEI WEN.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 3; PP. 403-416; BIBL. 13 REF.Article

A PROPOSAL FOR THE COMPATIBILITY OF STATIC AND DYNAMIC SEISMIC BASE SHEAR PROVISIONS OF THE NATIONAL BUILDING CODE = PROPOSITION POUR LA COMPATIBILITE DE DISPOSITIONS PRISES CONTRE LE CISAILLEMENT PROVOQUE PAR UN SEISME STATIQUE ET DYNAMIQUE, PROPOSITION DU CODE DE CONSTRUCTION NATIONAL AU CANADATSO WK.1982; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1982; VOL. 9; NO 2; PP. 308-312; BIBL. 6 REF.Article

VERTICAL SEISMIC LOAD EFFECT ON BUILDING RESPONSE = EFFET DE LA CHARGE SISMIQUE VERTICALE SUR LA REPONSE D'UN BATIMENTLIN YK; SHIH TY.1982; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; ISSN 0044-7951; USA; DA. 1982; VOL. 108; NO EM2; PP. 331-343; BIBL. 16 REF.Article

OPTIMAL OPEN-LOOP CONTROL OF STRUCTURES UNDER EARTHQUAKE EXCITATION = COMMANDE OPTIMALE EN BOUCLE FERMEE DE STRUCTURES SOUMISES A L'EXCITATION SISMIQUEYANG JN; LIN MJ; SAE UNG S et al.1981; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1981; VOL. 4; PP. 751-760; BIBL. 7 REF.Conference Paper

SEISMIC CAVITATION OF GRAVITY DAM RESERVOIRS = CAVITATION DUE AU SEISME DES RESERVOIRS DES BARRAGES POIDSCLOUGH RW; CHU HAN CHANG.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 185-196; BIBL. 12 REF.Conference Paper

SEISMIC RISK ANALYSIS OF STRUCTURAL SYSTEMS = CALCUL DU RISQUE SISMIQUE POUR DES SYSTEMES DE CONSTRUCTIONDER KIUREGHIAN A.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; ISSN 0044-7951; USA; DA. 1981; VOL. 107; NO EM6; PP. 1133-1153; BIBL. 13 REF.Article

SEISMIC BEHAISO OF MOMENTS CONNECTIONS AND JOINTS = COMPORTEMENT AU SEISME DES ASSEMBLAGES RIGIDES ET DES JOINTSKRAWINKLER H; POPOV EP.1982; PROC. AMER. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST2; PP. 373-391Article

SEISMIC HAZARD ANALYSIS OF LIFELINES = CALCUL DES RISQUES SISMIQUES POUR LES SYSTEMES DE COMMUNICATION VITAUXMOHAMMADI J; ANG AHS.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST6; PP. 1232-1249; BIBL. 15 REF.Article

SEISMIC SAFETY IF REINFORCED CONCRETE MEMBERS AND STRUCTURES = SECURITE PARASISMIQUE DE STRUCTURES ET MEMBRURES EN BETON ARMEBANON H; VENEZIANO D.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 2; PP. 179-193; BIBL. 23 REF.Article

DISTRIBUTION OF MAXIMUM AND STATISTICAL RESPONSE SPECTRE = DISTRIBUTION DES SPECTRES DE REPONSES STATISTIQUES ET MAXIMALESYANG JN; LIU SC.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; ISSN 0044-7951; USA; DA. 1981; VOL. 107; NO EM6; PP. 1089-1102; BIBL. 20 REF.Article

EMERGENCY OPERATIONS ON THE HYDRAULIC WORKS IN LUCANIA (ITALY) AFTER THE EARTHQUAKE OF 23 NOVEMBER 1980CALOMINO F; VELTRI P.1982; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1982; VOL. 4; NO 3; PP. 173-175Article

HYSTERESIS MODELS FOR REINFORCED CONCRETE = MODELES D'HYSTERESIS POUR LE BETON ARMESAIIDI M.1982; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO 5; PP. 1077-1087; BIBL. 11 REF.Article

PREDICTION OF SEISMIC RESPONSE OF LONG-PERIOD STRUCTURES = ESTIMATION DE LA REPONSE A UNE CHARGE SISMIQUE D'UNE STRUCTURE A LONGUE PERIODE DE VIBRATIONFUJINO Y; ANG OHS.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST7; PP. 1575-1588; BIBL. 25 REF.Article

FLUID-STRUCTURE INTERACTION MODELLING IN THE ASEISMIC DESIGN OF THE 226 M EL CAJON ARCH DAM = SIMULATION DE L'INTERACTION FLUIDE-STRUCTURE DANS LE CALCUL PARASISMIQUE DU BARRAGE VOUTE DE EL CAJON DE 226 MDUNGAR R.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 234-245; BIBL. 5 REF.Conference Paper

SOME OBSERVATIONS FROM A FIELD SURVEY OF THE IRPINIA (ITALY) EARTHQUAKE OF 23 NOVEMBER 1980SPENCE R.1982; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1982; VOL. 4; NO 3; PP. 176-178; BIBL. 6 REF.Article

THE EL ASNAM EARTHQUAKE OF 10 OCTOBER 1980: CHARACTERISTICS OF THE MAIN SHOCK AND LESSONS TO BE DRAWN FOR EARTHQUAKE ENGINEERINGDESPEYROUX J.1982; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1982; VOL. 4; NO 3; PP. 139-146; BIBL. 10 REF.Article

AN APPROACH TO EARTHQUAKE RISK MANAGEMENTFOURNIER D'ALBE EM.1982; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1982; VOL. 4; NO 3; PP. 147-152; BIBL. 2 REF.Article

ENERGY ABSORPTION CAPACITY OF H-SHAPED STEEL COLUMNS = CAPACITE D'ABSORPTION D'ENERGIE DE POTEAUX EN ACIER DE FORME EN HSUZUKI T; TAMIAMATSU K; KUBODERA I et al.1981; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1981; VOL. 4; PP. 187-196; BIBL. 3 REF.Conference Paper

DYNAMIC CHARACTERISTICS OF FRAME-WALL SYSTEMS = CARACTERISTIQUES DYNAMIQUES D'UN SYSTEME OSSATURE-MURBASU AK; NAGPAL AK; NAGAR AK et al.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST6; PP. 1201-1218; BIBL. 5 REF.Article

IDENTIFICATION OF UNDERSTRENGTH AND OVERSTRESS PARAMETERS FOR RC BUILDINGS IN GREECEKALEVRAS VC.1982; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1982; VOL. 4; NO 3; PP. 161-172; BIBL. 28 REF.Article

INVESTIGATION OF THE ELASTIC CHARACTERISTICS OF A THREE-STOREY STEEL STRUCTURE USING SYSTEM IDENTIFICATION = RECHERCHE DES CARACTERISTIQUES ELASTIQUES DE STRUCTURES EN ACIER DE TROIS ETAGES EN UTILISANT L'IDENTIFICATION DU SYSTEMEKAYA I; MCNIVEN HD.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 3; PP. 433-445; BIBL. 5 REF.Article

SEISMIC DESIGN OF STEEL BUILDINGS = CONCEPTION PARASISMIQUE DE CONSTRUCTIONS METALLIQUESKATO B; AKIYAMA H.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; ST 8; PP. 1709-1721; BIBL. 11 REF.Article

UTILISATION DE LA METHODE DE SYNTHESE MODALE POUR L'ETUDE DES POMPES SECONDAIRES DE SUPER PHENIXAGUILAR J; PASQUET J; SAUSSAIS JP et al.1982; MEC., MATER., ELECTR.; ISSN 0025-6439; FRA; DA. 1982; NO 389-391; PP. 376-381; ABS. ENG; BIBL. 4 REF.Article

SEISMIC RELIABILITY OF STRUCTURAL SYSTEMS = FIABILITE SISMIQUE DES SYSTEMES DE STRUCTUREKIVREGHAIN AD.1981; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1981; VOL. 4; PP. 739-750; BIBL. 14 REF.Conference Paper