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RACKING TESTS OF HIGH- RISE BUILDING PARTITIONS.FREEMAN SA.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 1673-1685; BIBL. 11 REF.Article

A THEORY OF THE GREATEST MAXIMUM RESPONSE OF LINEAR STRUCTURES.YOUSSEF NAN; POPPLEWELL N.1978; J. SOUND VIBR.; G.B.; DA. 1978; VOL. 56; NO 1; PP. 21-33; BIBL. 21 REF.Article

BIAXAL SLIP OF A MASS ON A FOUNDATION SUBJECTED TO EARTHQUAKE MOTIONS.CRANDALL SH; LEE SS.1976; INGR-ARCH.; DTSCH; DA. 1976; VOL. 45; NO 5-6; PP. 361-370; ABS. ALLEM.; BIBL. 9 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

EARTHQUAKE-INDUCED IN-BUILDING MOTION CRITERIA.SHIH CHI LIU; FAGEL LW; DOUGHERTY MR et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 133-152; BIBL. 14 REF.Article

CONSIDERATIONS SUR LE COMPORTEMENT SISMIQUE D'ELEMENTS DE PORTIQUE PRECONTRAINTNEGOITA A; IASI IP; DUMITRAS M et al.1974; BUL. STI. INST. POLITEH. CLUJ; ROMAN.; DA. 1974; NO 17; PP. 37-38; ABS. ANGL.; BIBL. 2 REF.Article

SEISMES ET CONSTRUCTION METALLIQUEMECHLER P; SOIZE C; BROZZETTI J et al.1982; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1982; NO 408; PP. 81-128; ABS. GER/ENG/SPA; SERIE: CONSTRUCTION METALLIQUE 90Article

TENTATIVE PROVISIONS FROM THE DEVELOPMENT OF SEISMIC REGULATIONS FOR BUILDINGS = ESSAIS DE PREVISIONS POUR LE DEVELOPPEMENT DES REGLEMENTATIONS ANTISISMIQUES POUR LES BATIMENTS1978; ; USA; WASHINGTON: US GOVERNMENT PRINTING OFFICE; DA. 1978; NBS-SP 510; XXIII-505 P.; H.T. 2; BIBL. DISSEM.Report

A GENERAL REVIEW ON CABLE-STAYED BRIDGES.AMORES OSORIO FE.1977; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JAP.; DA. 1977; VOL. 13; PP. 185-194; BIBL. 21 REF.Article

CONSIDERAZIONI SUL COMPORTAMENTO DELLE COSTRUZIONI DI CEMENTO ARMATO DURANTE IL TERREMOTO DEL 23 NOVEMBRE 1980 = CONSIDERATIONS SUR LE COMPORTEMENT DES CONSTRUCTIONS EN BETON ARME AU COURS DU SEISME DU 23 NOVEMBRE 1980PARDUCCI A.1981; INDUSTR. ITAL. CEMENTO; ITA; DA. 1981; VOL. 51; NO 1; PP. 45-56; ABS. FRE/ENG/GER; BIBL. 10 REF.Article

SIZE EFFECT IN DAMPING CAUSED BY WATER SUBMERSION = EFFET D'ECHELLE SUR LES AMORTISSEMENTS CREES PAR IMMERSION DANS L'EAUDONG RG.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 5; PP. 847-857; BIBL. 14 REF.Article

UNE TECHNIQUE FRANCAISE POUR LA SECURITE NUCLEAIRE: LES APPUIS ANTI-SISMIQUESJOLIVET F.1978; CONSTRUCTION; FRA; DA. 1978; VOL. 33; NO 8; PP. 19-23; BIBL. 2 REF.Article

DYNAMIC STIFFNESS MATRICES FOR VISCOELASTIC HALF-PLANE FOUNDATIONS.CHOPRA AK; CHAKRABARTI P; GAUTAM DASGUPTA et al.1976; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 497-514; BIBL. 1 P.Article

Una nuova tecnica per la mitigazione del rischio sismico di apparecchiature elettriche dell'ENEL = A new technique for the mitigation of the seismic risk of ENEL electrical apparatusBETTINALI, F; BONACINA, G; SERINO, G et al.L' Energia elettrica (1981). 1995, Vol 72, Num 3, pp 39-50, issn 1590-7651Article

Caesar II rebornHESHMATI, Amir.World pipelines. 2004, Vol 4, Num 3, pp 51-52, issn 1472-7390, 2 p.Article

ULTIMATE STRENGTH DESIGN OF REINFORCED CONCRETE BEAMS UNDER TRIAXIAL COUPLES = CALCUL A L'ETAT LIMITE DES POUTRES EN BETON ARME SOUMISES A DES COUPLES TRIAXIAUXPANDIT GS; VENKAPPA V.1979; INDIAN CONCR. J.; IND; DA. 1979; VOL. 53; NO 5; PP. 132-135; BIBL. 3 REF.Article

ELEMENTS DE CONCEPTION DES STRUCTURES EN ACIER EN ZONE SISMIQUEPLUMIER A.1981; CRIC, CENT. NATL. RECH. SCI. TECH. IND. CIMENTIERE; BEL; DA. 1981; NO 20; 35 P.; H.T. 16; ABS. FLE; BIBL. 17 REF.Serial Issue

PROPRIETES MECANIQUES DES STRUCTURES EN BETON ARME AVEC DU "WELMAT D". II. RESISTANCE AU CISAILLEMENT DE MURS RESISTANT AUX SEISMESIKEDA K; SAKAKIBARA H; ISAKA T et al.1977; "R. AND D.", KOBE STEEL ENGNG REP.; JAP.; DA. 1977; VOL. 27; NO 1; PP. 34-37; ABS. ANGL.; BIBL. 2 REF.Article

SEISMIC RELIABILITY OF LIFELINE NETWORKS = FIABILITE AU SEISMES DES RESEAUX VITAUXMASOUD MOGHTADERIZADEH; WOOD RK; DER KIUREGHIAN A et al.1982; J. TECH. COUNC. ASCE; ISSN 0148-9909; USA; DA. 1982; VOL. 108; NO 1; PP. 60-78; BIBL. 19 REF.Article

LA SEISMICITE DE LA BELGIQUE ET SON APPLICATION EN GENIE PARASISMIQUEVANGILS JM; ZACZEK Y.1978; ANN. TRAV. PUBLICS BELG.; BEL; DA. 1978; NO 6; PP. 502-539; ABS. DUT; BIBL. 46 REF.Article

PROCEEDINGS/OF THE 6TH WORLD CONFERENCE ON EARTHQUAKE ENGINEERING, NEW DELHI, JANUARY 10-14, 19771977; WORLD CONFERENCE ON EARTHQUAKE ENGINEERING. 6/1977-01-10/NEW DELHI; IND; MEERUT: SARITA PRAKASHAN; DA. 1977; 3 VOL. 3398 P.: ILL.; 28 P.Conference Proceedings

Seismic resistance of short columns and coupling beams reinforced with inclined bars = La résistance au séisme des poteaux courts et des poutres de couplage armées avec des barres inclinéesTEGOS, I. A; PENELIS, G. Gr.ACI structural journal. 1988, Vol 85, Num 1, pp 82-88, issn 0889-3241Article

Time periods of overhead water tanks = Périodes temporelles des châteaux d'eauJAIN, A. K; MALLESHA, M.Bulletin of the Indian Society of Earthquake Technology. 1990, Vol 27, Num 3, pp 47-57, issn 0019-6371, 11 p.Article

Seismic demand in medium- and long-period structures = Exigences sismiques pour des structures conçues pour le moyen terme et le long termeFAJFAR, P; VIDIC, T; FISCHINGER, M et al.Earthquake engineering & structural dynamics. 1989, Vol 18, Num 8, pp 1133-1144, issn 0098-8847, 12 p.Article

Les haubans et la stabilisation provisoire des fléaux. Une histoire parasismique = The star cables and temporarr stabilisation of the cantilever deck sections. A story of earthquake resistanceBoutillon, L; Gibert, O; Guggemos, P et al.Travaux (Paris). 2004, Num 809, pp 71-77, issn 0041-1906, 7 p.Article

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