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CONSIDERATIONS SUR LA SECURITE PAR RAPPORT A DIFFERENTS TYPES DE COMPORTEMENTS.FRANGOPOL D; DOTREPE JC.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 39-44; ABS. ALLEM. ANGL.; BIBL. 8 REF.Conference Paper

PERFORMANCE OF OFFSHORE STRUCTURES. A COURSE; CHESTER; 1976.sdLONDON; CHAMELEON PRESS; DA. S.D.; PP. 1-115; BIBL. DISSEM.; (AUTUM, REV. COURSE SER. 3 NO 7)Conference Proceedings

DU "SUR MESURE" EN BATIMENTS INDUSTRIELS1979; ACHATS ET ENTRET.; FRA; DA. 1979; VOL. 28; NO 307; PP. 57-64; (5 P.)Article

BURIED FLEXIBLE PIPE PERFORMANCE IN THE PROXIMITY OF NEW EXCAVATIONS.NESBEITT WD.1978; PUBLIC WORKS; U.S.A.; DA. 1978; VOL. 109; NO 3; PP. 80-81; BIBL. 4 REF.Article

LIQUEFACTION, CYCLIC MOBILITY AND EARTH DAMS = LIQUEFACTION, MOBILITE CYCLIQUE ET BARRAGES EN TERREFERRITTO J; FORREST J.1980; WAT. POWER DAM CONSTR.; GBR; DA. 1980; VOL. 32; NO 8; PP. 30-35; BIBL. 19 REF.Article

ETABLISSEMENT DES CRITERES DE PERFORMANCE POUR LES PRODUITS DESTINES AU BATIMENT.HARRISON HW.1978; BATIM. INTERNATION.; FR.; DA. 1978; VOL. 11; NO 2; PP. 107-113 (4P.); BIBL. 1 REF.; MEME DOC. ANGLArticle

PRIX RGRA 1976. I. ETUDE DE L'INFLUENCE DE LA CONSOLIDATION DANS LE PROCESSUS DE GEL DES SOLS SATURES ET DRAINES. II. TRANSFERT D'EAU ET GEL DES SOLS NON SATURES EN VUE DES APPLICATIONS ROUTIERES.GILLES F; MENOT JM.1977; REV. GEN. ROUTES AERODROMES; FR.; DA. 1977; VOL. 51; NO 535; PP. 34-38; BIBL. 4 REF.Article

INTEGRACION INGENIERO-ARQUITECTO: ASPECTOS DIDACTICOS Y OPERATIVOS = COLLABORATION INGENIEUR-ARCHITECTE: ASPECTS DIDACTIQUE ET OPERATIONNELLEVI F.1982; INFORM. CONSTR.; ISSN 0020-0883; ESP; DA. 1982; VOL. 33; NO 339; PP. 43-51Article

A STUDY OF SUSPENDED CABLE ROOFS = ETUDE DES TOITURES SUSPENDUES PAR CABLEAGRAWAL TP.1979; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1979; VOL. 60; NO 1; PP. 11-15; BIBL. 18 REF.Article

EMBEDMENT INSTRUMENTATION FOR PRESTRESSED CONCRETE PRESSURE VESSELS.NAUS DJ; CALLAHAN JP.1978; NUCL. ENGNG DESIGN; NETHERL.; DA. 1978; VOL. 45; NO 2; PP. 533-541; BIBL. 6 REF.Article

THE TIME-DEPENDENT RESPONSE OF A DEEP RIGID ANCHOR IN A VISCOELASTIC MEDIUM.SELVADURAI APS.1978; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1978; VOL. 15; NO 1; PP. 11-19; BIBL. 43 REF.Article

AIRFIELD PAVEMENT LOAD EVALUATION: AN INTERNATIONAL OVERVIEWBELL GD.1978; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; USA; DA. 1978; VOL. 104; NO 5; PP. 531-536Article

BETRIEBSFESTIGKEIT STAEHLERNER STRASSENBRUECKEN. = RESISTANCE EN SERVICE DES PONTS-ROUTES METALLIQUESKRAEMER W; PAASCH F.1977; STRASSE; DTSCH.; DA. 1977; VOL. 17; NO 4; PP. 145-149; BIBL. 7 REF.Article

SUPER-SIZED SEMISUBMERSIBLE PERFORMANCE IN THE NORTH SEA.KOBUS LCS; MEYERS HM; HAINES SW et al.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX.; 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 4; PP. 113-126; BIBL. 6 REF.Conference Paper

RECHERCHES SUR LES PERFORMANCES DU BATIMENT (1ER JUIN 1975-31 MAI 1977) EFFECTUEES PAR LE C.S.T.C. ET LE BUREAU SECO SOUS L'EGIDE DU SYNDICAT D'ETUDES INTERINDUSTRIES-CONSTRUCTION (IC-IB)1979; ; BEL; BRUXELLES: C.S.T.C.; DA. 1979; 23; 48 P.; 30 CM; BIBL. 20 REF.Report

ENGINEERING ANALYSIS OF WATER-DISTRIBUTION SYSTEMS.URI SHAMIR; HOWARD CDD.1977; J., AMER. WAT. WORKS ASS.; U.S.A.; DA. 1977; VOL. 69; NO 9; PP. 510-514; BIBL. 15 REF.Article

CONTROLE DE LA PRECISION DE L'ACTION DE SYSTEMES RADIAUX D'HAUBANAGEKANCHELI NV.1977; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1977; NO 8; PP. 16-18Article

TAILINGS DAM CONSTRUCTED ON VERY LOOSE, SATURATED SANDY SILT.ROBINSON KE.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. IX.40-IX.52; ABS. FR.; BIBL. 3 REF.Conference Paper

STRUCTURAL PERFORMANCE TARGETS FOR LIGHT-FRAME WOOD WALL AND FLOOR SYSTEMS = PERFORMANCE DE STRUCTURE DE L'ENSEMBLE PLANCHER-MUR EN BOIS A CHARPENTE LEGEREMOODY RC.1982; PERFORMANCE CONCEPT IN BUILDING. SYMPOSIUM ON THE PERFORMANCE CONCEPT IN BUILDING. 3/1982-03-29/LISBON; PRT; LISBOA: LABORATORIO NACIONAL DE ENGENHARIA CIVIL; DA. 1982; PP. 149-159; ABS. FRE; BIBL. 10 REF.Conference Paper

DAS LANGZEITVERHALTEN FLEXIBLER STRASSEN. = COMPORTEMENT DES CHAUSSEES SOUPLES PENDANT UNE LONGUE PERIODEBLUMER M.1978; STRASSE U. VERKEHR; SCHWEIZ; DA. 1978; VOL. 64; NO 3; PP. 89-96; ABS. FR.; BIBL. 14 REF.Article

LA QUALITE DANS LE BATIMENT... EST-CE POSSIBLE.LONGIN P.1978; BULL. TECH. BUR. VERITAS; FR.; DA. 1978; VOL. 60; NO 4; PP. 103-107Article

COMPORTEMENT D'UN SOUTENEMENT EN PAROI MOULEE.DELMAS F; GANDAIS M; HABIB P et al.1977; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1977; NO SPEC. 6F; PP. 70-73; BIBL. 2 REF.; 5 ILL.Article

COMPORTEMENT DE STRUCTURES MARINES AUX VAGUESINOUE Y.1977; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1977; VOL. 17; NO 2; PP. 143-152; ABS. ANGL.; BIBL. 61 REF.Article

STRUCTURES EN MER. DIMENSIONNEMENT, FABRICATION, COMPORTEMENT DES STRUCTURES EN ACIER.1976; IN: STRUCTURES EN MER; PUTEAUX; CENTRE TECH. INDUST. CONSTR. MET.; DA. 1976; PP. (792P.); BIBL. DISSEM.Book Chapter

PERFORMANCE OF GRANULAR SOIL COVERS ON CANAL LININGS = PERFORMANCE DE COUVERTURES EN SOL GRANULAIRE SUR DES REVETEMENTS DE CANAUXJONES CW.1983; JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING; ISSN 513644; USA; DA. 1983; VOL. 109; NO 1; PP. 1-12; BIBL. 5 REF.Article

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