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CONCRETE FLAT PLATES WITH WELL-ANCHOREDSHEAR REINFORCEMENT ELEMENTS = PLAQUES PLATES EN BETON AVEC ELEMENTS DE RENFORCEMENT AU CISAILLEMENT ANCRES AU MURVAN DER VOET AF; DILGER WH; GHALLI A et al.1982; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1982; VOL. 9; NO 1; PP. 107-114; ABS. FRE; BIBL. 9 REF.Article

PROPOSTA DI UNIFICAZIONE DEI CRITERI DI SICUREZZA DELLE STRUTTURE = PROPOSITION D'UNIFICATION DES CRITERES DE SECURITE DES CONSTRUCTIONSLENZA P; PAGANO M.1978; INDUSTR. ITAL. CEMENTO; ITA; DA. 1978; VOL. 48; NO 9; PP. 643-648; ABS. FRE/ENG/GERArticle

RESISTANCE OF STEEL STRUCTURES ACCORDING TO THE LIMIT STATES METHOD.MRAZIK A.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 71-76; ABS. FR. ALLEM.; BIBL. 14 REF.Conference Paper

LA PRECONTRAINTE DANS LE BATIMENTFUENTES A.1983; ; FRA; PARIS: EYROLLES; DA. 1983; X-146 P.; 25 CMBook

CONTRIBUTION A L'ETUDE DES CRITERES D'ETAT-LIMITE DE REVERSIBILITE ET DE FISSURATION DE DALLES EN BETONARNAUD M; LORRAIN M; MAHROUS M et al.1981; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1981; NO 394; PP. 42-56; ABS. ENG/GER/SPA; BIBL. 15 REF.Article

COMENTARIO AL TITULO 2 "DE LA REALIZACION DEL PROYECTO" DE LA INSTRUCCION E.P. 77 = COMMENTAIRE DU TITRE 2 "DE LA REALISATION DU PROJET" SUIVANT LA RECOMMANDATION E.P. 77TORROJA JA.1979; HORMIGON Y ACERO; ESP; DA. 1979; NO 133; PP. 89-104Article

ULTIMATE STRENGTH DESIGN OF REINFORCED CONCRETE SLAB - HILLERBORG STRIP METHODCHAKRABORTY BK.1978; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1978; VOL. 59; NO 2; PP. 119-126; BIBL. 9 REF.Article

CALCUL AUX ETATS LIMITESALLEN DE.1982; DIGEST DE LA CONSTRUCTION; ISSN 0701-5267; CAN; DA. 1982; NO 221; 4 P.; BIBL. 3 REF.Article

LE NUOVE DIRETTIVE MINISTERIALI PER LA VERIFICA DELLA SICUREZZA DELLE COSTRUZIONI E DEI CARICHI E SOVRACARICHI = NOUVELLES DIRECTIVES MINISTERIELLES POUR LE CONTROLE DE LA SECURITE DES CONSTRUCTIONS, DES CHARGES ET DES SURCHARGES1979; INDUSTR. ITAL. CEMENTO; ITA; DA. 1979; VOL. 49; NO 3; PP. 191-212Article

CONSIDERAZIONI CRITICHE SUL METODO SEMIPROBABILISTICO AGLI STATI LIMITE PER LA PROGETTAZIONE DELLE STRUTTURE IN CEMENTO ARMATO = CONSIDERATIONS CRITIQUES SUR LA METHODE SEMIPROBABILISTE AUX ETATS LIMITES POUR LE CALCUL DES STRUCTURES EN BETON ARMESANPAOLESI L.1978; INDUSTR. ITAL. CEMENTO; ITA; DA. 1978; VOL. 48; NO 11; PP. 787-790; ABS. FRE/ENG/GERArticle

PHYSICAL PROPERTIES OF BUR MEMBRANES TESTED AT LOW RATES OF LOADINGJOHNSON JE; DUPUIS RM; LEE JW et al.sdSYMPOSIUM ON ROOFING TECHNOLOGY/1977/GAITHERSBURG, MD; USA; DA. S.D.; PP. 65-69Conference Paper

NUMERICAL DATA BANK FOR THE ULTIMATE STRENGTH OF STEEL STRUCTURES = BANQUE DE DONNEES NUMERIQUES RELATIVES AUX ETATS LIMITES ULTIMES DES STRUCTURES METALLIQUESFUKUMOTO Y.1982; STAHLBAU; ISSN 0038-9145; DEU; DA. 1982; VOL. 51; NO 1; PP. 21-27; ABS. GER; BIBL. 12 REF.Article

SAFETY CHECKING FORMATS FOR LIMIT STATES DESIGN = METHODES D'ESSAI DE SECURITE POUR DEFINIR LES ETATS LIMITESELLINGWOOD B.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST7; PP. 1481-1493; BIBL. 12 REF.Article

DESIGN CHARTS FOR LIMIT STATE OF COLLAPSE ACCORDING TO IS:456-1978-4 = ABAQUES DES ETATS LIMITES ULTIMES D'APRES LA NORME IS:456-1978-4NAYAK M.1981; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1981; VOL. 55; NO 5; PP. 127-128Article

ANALISI DI ELEMENTI SNELLI PRESSOINFLESSI IN C.A.: INFLUENZA DEI DIVERSI PARAMETRI IN GROCO E CONFRONTO CON RISULTATI SPERIMENTALI = ANALYSE D'ELEMENTS ELANCES EN PRESSION-FLEXION EN BETON ARME, INFLUENCE DE DIVERS PARAMETRES ET COMPARAISON A DES RESULTATS EXPERIMENTAUXIORI I; ZANDONINI R.1980; STUDI RIC.-CORSO PERFEZ. COSTR. CEM. ARMATO FRATELLI PESENTI; ISSN 509094; ITA; DA. 1980 PUBL. 1981; NO 2; PP. 163-192; ABS. ENG; BIBL. 14 REF.Article

CALCOLI DI DUTTILITA PER SEZIONI PRESSOINFLESSE IN C.A. = CALCULS DE DUCTILITE POUR DES SECTIONS EN BETON ARME SOUMISES A LA FLEXION COMPOSEEDI CHIARA G; MENEGOTTO M; TREMI PROIETTI S et al.1980; G. GENIO CIV.; ISSN 0017-016X; ITA; DA. 1980; VOL. 118; NO 7-9; PP. 235-286; ABS. FRE/ENG/GER; BIBL. 17 REF.Article

RELIABILITY BASED CRITERIA FOR REINFORCED-CONCRETE DESIGN = FIABILITE DES CALCULS EN BETON ARME PAR L'ETUDE DE QUELQUES CRITERESELLINGWOOD B.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 713-727; BIBL. 23 REF.Article

RELIABILITY OF CURRENT REINFORCED CONCRETE DESIGNS = FIABILITE DES CALCULS COURAMMENT UTILISES DANS LE DOMAINE DU BETON ARMEELLINGWOOD B.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 699-712; BIBL. 24 REF.Article

OPTIMISATION OF DESIGN OF TANKS OF REGULAR POLYGONAL SHAPE = OPTIMISATION DU CALCUL DES RESERVOIRS DE FORME POLYGONALE REGULIEREWILBY CA.1978; INDIAN CONCR. J.; IND; DA. 1978; VOL. 52; NO 5/6; PP. 170-174Article

A STUDY ON THE SUPERPOSITION METHOD TO ESTIMATE THE ULTIMATE STRENGTH OF STEEL REINFORCED CONCRETE COLUMN SUBJECTED TO AXIAL THRAST AND BENDING MOMENT SIMULTANEOUSLY.NAKAMURA T; WAKABAYASHI M.1976; BULL. DISASTER PREVENT. RES. INST.; JPN; DA. 1976; VOL. 26; NO 3; PP. 163-193; BIBL. 4 REF.; 23 ILL.Article

ULTIMATE STRENGTH BEHAVIOUR OF FERROCEMENT BEAMS = COMPORTEMENT A LA RESISTANCE LIMITE DE POUTRES EN FERROCIMENTKAUSHIK SK; TRIKHA DN; KOT DAWALA RR et al.1982; J. FERROCEM.; ISSN 0125-1759; THA; DA. 1982; VOL. 12; NO 1; PP. 1-12; BIBL. 13 REF.Article

FASI TRANSITORIE NEI COMPONENTI PREFABBRICATI: COMPORTAMENTO DURANTE IL TRASPORTO = PHASES TRANSITOIRES DANS LES ELEMENTS PREFABRIQUES: COMPORTEMENT DURANT LE TRANSPORTCONTINI P.1981; PREFABBRICAZIONE; ITA; DA. 1981; VOL. 17; NO 10; PP. 553-560; ABS. ENG; BIBL. 3 REF.Conference Paper

DESIGN CONSIDERATIONS FOR PRESTRESSED LIGHTWEIGHT AGGREGATE CONCRETE = CONSIDERATIONS POUR LE CALCUL DU BETON PRECONTRAINT DE GRANULATS LEGERSBARDHAN ROY BK.1980; INT. J. LIGHTWEIGHT CONCR.; ISSN 0142-0968; GBR; DA. 1980; VOL. 2; NO 4; PP. 171-184; BIBL. 16 REF.Article

DESIGN OF WEB-TAPERED STEEL COLUMNS = CALCUL DE POTEAUX EN ACIER EFFILESANDERSON D; SALTER JB.1980; TRANS. INST. ENG. AUST., CIV. ENG.; AUS; DA. 1980; VOL. 22; NO 1; PP. 17-20; BIBL. 8 REF.Article

RELIABILITY BASED DESIGN OF REINFORCED CONCRETE SECTIONS = CALCUL DE FIABILITE DES SECTIONS EN BETON ARMEJAIN SC; SINGH KK.1980; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1980; VOL. 54; NO 4; PP. 102-105; BIBL. 3 REF.Article

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