kw.\*:("ESSAI CHARGE")
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STRESSES AND FORCES IN DEEP BEAMS PRESTRESSED WITH STRAIGHT CABLESSARGIOUS M; TADROS G.1974; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1974; VOL. 19; NO 4; PP. 86-99; BIBL. 6 REF.Article
TORSIONAL RESPONSE OF PILESPOULOS HG.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 1019-1035; BIBL. 10REF.Article
RECUEIL DE DONNEES SUR DES ESSAIS DE CHARGE DE PIEUX ET UTILISATION DES RESULTATSPOCZ B; VARGA MARTON G.1975; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1975; VOL. 25; NO 4; PP. 171-174; ABS. ALLEM. RUSSE ANGL. FRArticle
EXPERIENCES ACQUISES LORS D'ESSAIS DE CHARGEMENT DE PIEUX DE FONDATIONS DE PONT EN PIEUX EN BETON ARMEDETRE G.1974; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1974; VOL. 24; NO 10; PP. 465-467; ABS. ALLEM. RUSSE ANGL. FR.; BIBL. 5 REF.Article
LE NOUVEAU REGLEMENT CONCERNANT LES CHARGES ET EPREUVES DES PONTS ROUTIERSDARPAS G.1972; TRAVAUX; FR.; DA. 1972; NO 452 BIS; PP. 34-35Serial Issue
RECHERCHE EXPERIMENTALE SUR LES ESSAIS DE CHARGEMENT DES DALLES EN BETON-ARMETASSIOS TP; OECONOMOU C; KOUFOPOULOS T et al.sdIN: COMPORTEMENT SERV. OUVRAGES BETON. COLLOQ. INTER.-ASSOC. RAPP. PRELIM.; LIEGE; 1975; S. L.; DA. S. D; VOL. I; PP. 421-435; ABS. ANGL.Conference Paper
THE USE OF TRANSDUCERS IN A PILED FOUNDATION ENVIRONMENTPRICE G.sdIN: TRANSDUCER 75 CONF.; LONDON; 1975; S.L.; DA. S.D.; PP. 1-18Conference Paper
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
STRENGTH OF BEAM COLUMN CONNECTIONS WITH DOWEL REINFORCEMENTBENNETT EW; BANERJEE S.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 4; PP. 133-139; BIBL. 20 REF.Article
UNIQUE APPLICATION OF PRESTRESSED HOLLOW-CORE SLABS POINTED TO BY LOAD TESTSOZELL AM.1975; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1975; VOL. 20; NO 2; PP. 72-73Article
WALL-BEAM FRAMES UNDER STATIC LATERAL LOAD = OSSATURE POUTRE-MURS SOUS CHARGES STATIQUES LATERALESMEE AL; JORDAAN IJ; WARD MA et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 377-395; BIBL. 13 REF.Article
SECURITE DES POUTRES PREFABRIQUEES EN BETON PRECONTRAINT POUR HALLS INDUSTRIELS A L'AIDE DES RESULTATS DES ESSAIS SOUS CHARGECONSTANTINESCU N.1973; CONSTRUCTII; ROMAN.; DA. 1973; VOL. 25; NO 2; PP. 33-37; ABS. ANGL. FR. ALLEM. RUSSE; BIBL. 4 REF.Serial Issue
EFFET DES DIMENSIONS SUR LA DEFORMATION DU BETON SOUS CHARGEMENT A COURT TERMEDARAKCHIEV B; NAZYRSKI D; KRUMOV V et al.1982; GOD. VISS. INST. ARHIT. STROIT. SOFIJA; ISSN 506141; BGR; DA. 1982; VOL. 28; NO 5; PP. 223-228; ABS. RUS/FRE; BIBL. 2 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
ESSAI DYNAMIQUE DU PONT DE LA CORNE D'OR EN TURQUIEOHBA M; ANDO K.1976; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1976; VOL. 16; NO 1; PP. 32-38; ABS. ANGL.; BIBL. 4 REF.Article
BOND FATIGUE TESTS OF BEAMS SIMULATING PRETENSIONED CONCRETE CROSSTIES = ESSAI A LA FATIGUE D'ASSEMBLAGE DE POUTRES SIMULANT DES TRAVERSES EN BETON PRECONTRAINTKAAR PH; HANSON NW.1975; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1975; VOL. 20; NO 5; PP. 65-80; BIBL. 7 REF.Article
BEHAVIOR OF BORED PILES IN SANDTOUMA FT; REESE LC.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 749-761; BIBL. 14 REF.Article
LOAD CARRYING CAPACITY OF HIGHWAY BRIDGES = CAPACITE PORTANTE DES PONTS ROUTESBAKHT B; CSAGOLY PF.1981; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1981; VOL. 4; PP. 713-723; BIBL. 13 REF.Conference Paper
LATERAL LOADING TESTS ON CONCRETE BLOCK WALLSANDERSON C.1976; STRUCT. ENGR.; G.B.; DA. 1976; VOL. 54; NO 7; PP. 239-246Article
ON THE BIAXIAL TESTING AND STRENGTH OF COATED FABRICSREINHARDT HW.1976; EXPER. MECH.; U.S.A.; DA. 1976; VOL. 16; NO 2; PP. 71-74; BIBL. 21REF.Article
CHARGES LIMITES DE DALLES EN CONDITIONS DE SUPPORT MISE A LA LUMIERE D'ESSAISSZKWAREK J; SCIBAK W.1975; ARCH. INZYNIER. LAD.; POLSKA; DA. 1975; VOL. 21; NO 2; PP. 295-313; ABS. RUSSE ANGL.; BIBL. 7 REF.Article
PERFORMANCE OF A SINGLE-STACK DWV SYSTEM UTILIZING LOW-ANGLE STACK-BRANCH CONFLUENCE AND BOTTOM SHUNT VENTINGWYLY RS; SHERLIN GC.1974; NATION. BUR. STAND., BUILDG SCI.; U.S.A.; DA. 1974; NO 41; PP. 1-23; BIBL. 25 REF.Article
TEST ON A FLAT PLATE FLOOR = ESSAIS SUR UN PLANCHER EN DALLE PLATEJENKINS BR.1974; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1974; VOL. 16; NO 2; PP. 164-167; BIBL. 9 REF.Article
A TEST FRAME FOR MODEL PAVEMENT LOADINGMILLS K; TOROK P.1974; C.S.I.R.O., DIV. APPL. GEOMECH. TECH. MEMOR.; AUSTRAL.; DA. 1974; NO 13; PP. 1-8; BIBL. 2 REF.Article