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LEISTUNGSUEBERTRAGUNG BEI DER STATIONAEREN LASTPRUEFUNG DIESELELEKTRISCHER LOKOMOTIVEN. = TRANSMISSION DE PUISSANCE DANS L'ESSAI STATIONNAIRE EN CHARGE DES LOCOMOTIVES DIESEL-ELECTRIQUESKRUMME M.1977; EISENBAHNTECHNIK; DTSCH.; DA. 1977; VOL. 25; NO 7; PP. 287-288; BIBL. 4 REF.Article

BELASTNINGSFOERSOEK PA OFULLSTAENDIGA BETONGLEDER. = ESSAIS DE CHARGE SUR DES JOINTS EN BETONNILSSON IHE.1977; NORD. BETONG; SVERIGE; DA. 1977; NO 6; PP. 17-22; ABS. ANGL.; BIBL. 7 REF.Article

STRESS-STRAIN RELATIONSHIP AND ULTIMATE STRENGTH OF CONCRETE UNDER TRIAXIAL LOADING CONDITIONS.CEDOLIN L; CRUTZEN YRJ; DEI POLI S et al.1976; COSTR. CEMENTO ARMATO; ITAL.; DA. 1976; VOL. 13; PP. 123-137; BIBL. 33 REF.Article

RACIONALNY VYPOCET UCINNOSTI ZAT'AZENIA PRI ZAT'AZOVACICH SKUSKACH MOSTOV = CALCUL RATIONNEL DE LA CHARGE EFFECTIVE DANS DES ESSAIS DE CHARGE DE PONTSTRANTARIC M.1980; INZ. STAVBY; CSK; DA. 1980; VOL. 28; NO 4; PP. 121-124; ABS. RUS/GER/ENGArticle

EVALUATION OF PAVEMENT IN FLORIDA BY USING THE FALLING-WEIGHT DEFLECTOMETER = EVALUATION DE CHAUSSEE EN FLORIDE A L'AIDE DU DEFLECTOMETRE A CHUTE DE POIDSSHARMA J; STUBSTAD RN.1980; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 755; PP. 42-48; BIBL. 10 REF.Article

ORGANIZZAZIONE DI UNA LIVELLAZIONE DI ALTA PRECISIONE PER LA PROVE COLLAUDO STATICO DI UN PONTE = ORGANISATION D'UN NIVELLEMENT DE HAUTE PRECISION POUR UN ESSAI STATIQUE DE PONTFANGI G.1979; INGEGNERE; ITA; DA. 1979; VOL. 54; NO 12; PP. 591-596; BIBL. 4 REF.Article

A GYOERI KIS-DUNA-HID MEDERSZERKEZETENEK PROBATERHELESE = CHARGE D'ESSAI DU CORPS DE SUPPORT DU LIT DU NOUVEAU PONT A GYOERSZITTNER A; CSELLAR OE; HEGEDUES L et al.1980; MELYEPITESTUDOM. SZEMLE; HUN; DA. 1980; VOL. 30; NO 7; PP. 308-315; ABS. GER/ENG/RUS/FRE; 14 ILL.Article

ON MODELLING THE UNLOADING-RELOADING BEHAVIOUR OF SOILS.ZYTYNSKI M; RANDOLPH MF; NOVA R et al.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G.B.; DA. 1978; VOL. 2; NO 1; PP. 87-94; BIBL. 8 REF.Article

PROPRIETE MECANIQUE DES MELANGES ASPHALTE-EPOXY.MAYAMA M.1978; J. JAP. PETROLEUM INST.; JPN; DA. 1978; VOL. 21; NO 1; PP. 68-75; ABS. ANGL.; BIBL. 32 REF.Article

DUCTILE BEHAVIOR OF COUPLED SHEAR WALLS SUBJECTED TO REVERSED CYCLIC CLOADING.SANTHAKUMAR AR.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 1; PP. 501-512; BIBL. 9 REF.Conference Paper

INELASTIC BEHAVIOUR OF REINFORCED CONCRETE FRAMES.NOOR FA.1976; MAG. CONCR. RES.; G.B.; DA. 1976; VOL. 28; NO 97; PP. 209-224; BIBL. 21 REF.Article

DETAILING OF REINFORCEMENT IN CONCRETE HINGES AND REINFORCED CONCRETE PENDULUM BEARINGS = DETAILS DES ACIERS D'ARMATURE DES ARTICULATIONS ET APPUIS A PENDULE EN BETON ARMESASTRY MV.1981; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1981; VOL. 55; NO 6; PP. 157-174; 4 P.; BIBL. 11 REF.Article

THE EFFECT OF PRE-CRACKING ON THE BEHAVIOUR OF COMPOSITE STEEL-CONCRETE COLUMNS = L'EFFET DE PREFISSURATION SUR LE COMPORTEMENT DE POTEAU COMPOSITE ACIER-BETONBRIDGE RQ.1981; TRANS. INST. ENG. AUST., CIV. ENG.; ISSN 0159-2068; AUS; DA. 1981; VOL. 23; NO 2; PP. 104-109; BIBL. 7 REF.Article

TENSILE STRENGTH AND ITS ANISOTROPY MEASURED BY POINT- AND LINE-LOADING OF SANDSTONE = ANISOTROPIE ET RESISTANCE A LA TRACTION MESURES A L'AIDE D'UN CHARGEMENT EN LIGNE ET PONCTUELLE DU GRESLAJTAI EZ.1980; ENGNG GEOL.; NLD; DA. 1980; VOL. 15; NO 3-4; PP. 163-171; BIBL. 10 REF.Article

SUR L'ETUDE EXPERIMENTALE DES SPECIMENS DE MORTIER SOUS DES CHARGES DE FLEXION PAR CHOC REPETEESSAJI T; ARINAGA S.1980; ZAIRYO; ISSN 0514-5163; JPN; DA. 1980; VOL. 29; NO 319; PP. 394-399; ABS. ENG; BIBL. 7 REF.Article

APPARATUS AND PROCEDURES FOR A RAILROAD BALLAST PLATE INDEX TEST = APPAREIL ET PROCEDE D'ESSAI A LA PLAQUE D'UN BALLAST DE VOIE FERREEPANUCCIO CM; DORWART B; SELIG ET et al.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 1; NO 4; PP. 223-227Article

TESTS ON WALL-BEAM STRUCTURESSMITH BS; KHAN MAH; WICKENS HG et al.1978; PROC. BRIT. CERAM. SOC.; GBR; DA. 1978; NO 27; PP. 289-303; BIBL. 8 REF.Article

BADANIA FUNDAMENTOW SZCZELINOWYCH PODDANYCH DZIALANIU SIL PIONONYCH I POZIOMYCH = ESSAIS DE FONDATIONS EN PAROIS MOULEES SOUMIS AUX FORCES VERTICALES ET HORIZONTALESWIERZBICKI S.1978; PRACE INST. BADAW. DROG MOST., WARSZAWA; POL; DA. 1978; NO 3; PP. 98-113; ABS. ENG/FRE/RUS; BIBL. 8 REF.Article

SPECIFIC RECOMMENDATIONS FOR THE IN SITU LOAD TESTING OF DWELLINGS AND OF PUBLIC AND INDUSTRIAL BUILDING STRUCTURES.HANN FEI.1977; MATER. ET CONSTR.; FR.; DA. 1977; VOL. 10; NO 58; PP. 259-262; BIBL. 32 REF.Article

THE DETERMINATION OF THE DEFLECTION , CONTACT AREA, DIMENSIONS, AND LOAD CARRYING CAPACITY FOR DRIVEN PNEUMATIC TIRES OPERATING ON CONCRETE PAVEMENT.KOMANDI G.1976; J. TERRAMECH.; U.S.A.; DA. 1976; VOL. 13; NO 1; PP. 15-20; ABS. FR. ALLEM.; BIBL. 3 REF.Article

YIELDING IN SOFT CLAY AT BAECKEBOL, SWEDEN = DEFORMATION PLASTIQUE DE L'ARGILE MOLLE A BAECKEBOL, SUEDEWOOD DM.1980; GEOTECHNIQUE; GBR; DA. 1980; VOL. 30; NO 1; PP. 49-65; ABS. FRE; BIBL. 21 REF.Article

RENFORCEMENT DES DALLES EXISTANTES DE PLANCHERVANEK T.1980; BATIM. INTERNATION.; FRA; DA. 1980; VOL. 8; NO 6; PP. 361-368; 4 P.Article

A GYOERI KIS-DUNA-HID FELJAROHIDJANAK PROBATERHELESE = CHARGE D'ESSAI DE LA RAMPE DU PONT DU PETIT-DANUBE A GYOERERDELYI L; ODOR P; SZITTNER A et al.1980; MELYEPITESTUDOM. SZEMLE; HUN; DA. 1980; VOL. 30; NO 7; PP. 316-324; ABS. GER/ENG/RUS/FRE; 11 ILL.Article

BELASTUNGSSYSTEM FUER GESTEUERTE EXPERIMENTE IN DER BODENMECHANIK = UN SYSTEME DE MISE EN CHARGE CONTROLE POUR DES EXPERIENCES DE MECANIQUE DES SOLSKLEMENTEV I.1979; STRASSE; DDR; DA. 1979; VOL. 19; NO 6; PP. 178-179; BIBL. 3 REF.Article

METHOD OF ASSESSING HIGHWAY BRIDGES FOR SUPERLOADSDUNCAN MAG; DAVIS SG.1978; TRANSPORT. RES. REC.; USA; DA. 1978; NO 664; PP. 212-220; BIBL. 17 REF.Conference Paper

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