COMPARATIVE PERFORMANCE OF SOUTHERN PINE PALLETS. II. = PERFORMANCES COMPAREES DE PALETTES EN PIN DU SUD. IIWALLIN WB; STERN EG.1976; VIRGINIA POLYTECH. INST. STATE UNIV. WOOD RES. WOOD CONSTR. LAB.; U .S.A.; DA. 1976; NO 142; PP. 2-20Serial Issue

THE STRENGTH OF RESTRAINED REINFORCED CONCRETE COLUMNS - A NEW APPROACH.BUTLER DJ.1977; MAG. CONCR. RES.; G.B.; DA. 1977; VOL. 29; NO 100; PP. 113-122; BIBL. 9 REF.Article

TRAGLASTEN EBENER STABWERKE. TRAGLASTERMITTLUNG EBENER STABWERKE. = CHARGE D'OUVRAGE EN BARRE PLAN. RECHERCHE DE LA CHARGE DE CADRE PLANHARTMANN B.1977; KONSTR. INGR-BAU-BER.; DTSCH.; DA. 1977; VOL. 28; PP. 28-62; BIBL. 17 REF.Article

DYNAMIC ELASTO-PLASTIC MODEL FOR REINFORCED CONCRETE MEMBERS = MODELE ELASTO-PLASTIQUE DYNAMIQUE POUR ELEMENTS EN BETON ARMEVAN DER VEEN C; BLAAVWENDRAAD J.1983; HERON; ISSN 0046-7316; NLD; DA. 1983; VOL. 28; NO 1; 54 P.Article

LIMIT ANALYSIS OF FERROCEMENT THIN SLABS = ANALYSE LIMITE DE DALLES MINCES EN FERROCIMENTTRIKHA DN; KAUSHIK SK; KOTDAWALA RR et al.1981; J. FERROCEM.; ISSN 0125-1759; THA; DA. 1981; VOL. 11; NO 2; PP. 111-126; BIBL. 11 REF.Article

STRUNGTH VARIATION OF LATERALLY UNSUPPORTED BEAMS = VARIATION DE LA RESISTANCE DE POUTRES NON APPUYEES SUR LE COTEFUKUMOTO Y; ITOH Y; KUBO M et al.1980; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 165-181; BIBL. 14 REF.Article

ZUM ANWENDUNG VON RAMMFORMELN = APPLICATION DES FORMULES DE BATTAGEROLLBERG D.1980; BAUTECHNIK, AUSG. B; ISSN 0340-5044; DEU; DA. 1980; VOL. 57; NO 10; PP. 337-343; BIBL. 12 REF.Article

LIMIT ANALYSIS OF SLABS WITH FREE EDGE = ANALYSE A L'ETAT LIMITE DES DALLES AYANT LEURS BORDS LIBRESSUBBA RAO KS; NAGARI RANGAIAH; RANGANATHAM BV et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 11; PP. 2419-2431; BIBL. 5 REF.Article

STRENGTH - STRUCTURE RELATIONSHIPS OF CEMENT PASTE MATERIALS. II: METHODS AND BASIC MATERIAL DATA FOR STUDYING STRENGTH AND FAILURE PROPERTIES = RELATION RESISTANCE-STRUCTURE DE MATERIAUX A BASE DE CIMENT. II. METHODES ET DONNEES DE BASE SUR LE MATERIAU POUR LA RESISTANCE ET LA RUPTUREGRUDEMO A.1979; C.B.I. FORKSG; SWE; DA. 1979; NO 8; 130 P.; BIBL. 3 P.Serial Issue

INELASTIC BUCKLING OF CONTINUOUS STEEL I-BEAMS.POOWANNACHAIKUL T; TRAHAIR NS.1976; CIVIL ENGNG TRANS.; AUSTRAL.; DA. 1976; VOL. 18; NO 2; PP. 134-139; BIBL. 26 REF.Article

STOCHASTIC OPTIMIZATION METHODS IN COLLAPSE LOAD ANALYSIS.TEGZE J; LENKEI P.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 155-162; ABS. FR. ALLEM.; BIBL. 13 REF.Conference Paper

ZUR FRAGE DER ZWANGSCHNITTKRAEFTE AUS VORSPANNUNG UND DEREN EINFUEHRUNG AUF DIE SICHERHEIT DER TRAGUERKE = LE PROBLEME DES FORCES DUES A LA PRECONTRAINTE ET LEUR EFFET SUR LA SECURITE DES OUVRAGESHUBER A.1983; BETON-STAHLBETONBAU; ISSN 0005-6650; DEU; DA. 1983; VOL. 78; NO 3; PP. 69-73; ABS. ENG; BIBL. 6 REF.Article

ULTIMATE LOAD BEHAVIOR OF CURVED I-BEAMS = COMPORTEMENT A LA LIMITE DE RUPTURE DE POUTRES COURBES EN IFUKUMOTO Y; NISHIDA S.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1981; VOL. 107; EM2; PP. 367-385; BIBL. 13 REF.Article

ETUDE DE L'INFLUENCE DE LA FORME ET DE LA LONGUEUR DES TIRANTS D'ANCRAGEDAVIS AG; PLUMELLE C; DEGUILLAUME J et al.1981; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1981; NO 395; PP. 16-23; BIBL. 1 REF.Article

SHAKEDOWN UNDER ELASTIC SUPPORT CONDITIONS = ACCOMMODATION DANS LE CAS D'UN SUPPORT ELASTIQUEOPPENHEIM IJ.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 7; PP. 1417-1422; BIBL. 2 REF.Article

YIELD LINE ANALYSIS OF SQUARE SLABS WITH CENTRAL RECTANGULAR OPENINGSNARASIMHAN RK; VERREYYA V.1978; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1978; VOL. 59; NO 2; PP. 138-143; BIBL. 6 REF.Article

DETERMINATION DE LA CHARGE DE RUPTURE DES DALLES EN BETON ARME ET DE LEUR ARMATURE OPTIMALEFARKAS G.1978; PERIOD. POLYTECH., CIV. ENGNG; HUN; DA. 1978; VOL. 22; NO 3-4; PP. 231-239; BIBL. 3 REF.Article

LIMIT STATE BEHAVIOUR OF CONCRETE BEAMS WITH PRECAST PRETENSIONED ELEMENTS IN TENSION ZONE.KRISHNARRAJU N; BASAVARAJAIAH BS; SHASTRY HKS et al.1977; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1977; VOL. 57; NO 5; PP. 261-266; BIBL. 16 REF.Article

NON-LINEAR FINITE ELEMENT ANALYSIS OF CONCRETE SLAB STRUCTURES.COPE RJ; VASUDEVA RAO P.1977; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1977-03; VOL. 63; PP. 159-179; BIBL. 15 REF.Article

THE STRENGTH OF REINFORCED BRICKWORK SPANNING OPENINGS IN WALL PANELS = LA RESISTANCE D'OUVERTURES ENCERCLANT LES MACONNERIES EN BRIQUES ARMEES DANS DES PANNEAUX DE MURHULSE R; AMBROSE RJ.1982; PROCEEDINGS OF THE BRITISH CERAMIC SOCIETY; ISSN 0524-5141; GBR; DA. 1982; NO 30; PP. 298-307; BIBL. 3 REF.Article

SHEAR STRENGTH OF SLABS IN STUB GIRDERS = RESISTANCE AU CISAILLEMENT DE STRUCTURES MIXTES DALLES POUTRES A ERGOTSBUCKNER CD; DEVILLE DJ; MCKEE DC et al.1981; PROC. AM. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; PP. 273-280; ABS. STZ; BIBL. 9 REF.Article

COMPUTING UNIDIMENSIONAL NORMAL STRESS RESULTANTS = METHODE INFORMATIQUE POUR CALCULER LES RESULTANTES DE LA CONTRAINTE NORMALE A UNE DIMENSIONMARIN J.1980; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 233-245; BIBL. 26 REF.Article

DIE WIRKLICHE TRAGFAEHIGKEIT VON BETONGELENKEN. = MECANISME REEL DE PORTANCE DES ARTICULATIONS DE BETONHERZOG M.1978; BAUINGENIEUR; DTSCH.; DA. 1978; VOL. 53; NO 7; PP. 255-261; BIBL. 9 REF.Article

ULTIMATE FLEXURAL STRENGTH OF COMBINED FOOTINGS.NATHAN SS.1978; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1978; VOL. 65; NO 3; PP. 113-128; BIBL. 8 REF.Article

ETUDE DE LA VARIATION DE LA VITESSE LONGITUDINALE V_L DES ULTRASONS DANS UNE EPROUVETTE NORMALISEE DE BETON SOUMISE A DES CHARGES CROISSANTES.DURAND A; DURAND G.1978; MATER. ET CONSTR.; FR.; DA. 1978; VOL. 11; NO 63; PP. 199-203Article