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au.\*:("FRANGOPOL D")

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MODELS FOR THE RELIABILITY ANALYSIS OF STRUCTURAL BEHAVIOURFRANGOPOL D.1979; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROM; DA. 1979; VOL. 24; NO 4; PP. 623-645; BIBL. 43 REF.Article

PROPRIETES STATISTIQUES DU DOMAINE DE SECURITE DES STRUCTURES RIGIDES-PLASTIQUESFRANGOPOL D.1979; BUL. INST. POLITECH. IASI, 5; ISSN 0373-3270; ROM; DA. 1979; VOL. 25; NO 1-2; PP. 19-21; ABS. RUM/RUS; BIBL. 3 REF.Article

PROBABILISTIC APPROACH TO STRUCTURAL SAFETY = APPROCHE PROBABILISTE POUR LA SECURITE DES STRUCTURESFRANGOPOL D.1975; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1975; VOL. 18; PP. 83-103; ABS. ROUM. RUSSE; BIBL. 1P.Article

APPROCHE DE LA SECURITE DES PLANCHERS SOUMIS A DES CHARGES ANIMEESFRANGOPOL D.1972; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1972; VOL. 15; NO 4; PP. 77-87; ABS. ANGL. RUSSE; BIBL. 15 REF.Serial Issue

ETUDE PROBABILITE DE SECURITE DES CONSTRUCTIONS.FRANGOPOL D.1977; UNIV. LIEGE, FAC. SCI. APPL., COLLECT. PUBL.; BELG.; DA. 1977; NO 64; PP. 3-69; ABS. ANGL. ALLEM.; BIBL. 3 P.Article

RELATION ENTRE LA SECURITE D'UNE SECTION ET LA SECURITE D'ENSEMBLE.FRANGOPOL D.1977; ANN. TRAV. PUBLICS BELG.; GELB.; DA. 1977; NO 3; PP. 216-229; ABS. NEERL.; BIBL. 17 REF.Article

STATISTICAL PROPERTIES OF THE STRUCTURAL RELIABILITY IN THE ELASTIC AND ELASTO-PLASTIC RANGE. = PROPRIETES STATISTIQUES DE LA SECURITE STRUCTURALE DANS LES DOMAINES ELASTIQUES ET ELASTOPLASTIQUESFRANGOPOL D.1974; REV. ROUMAN. SCI. TECH., MEC. APPL.; ROUMAN.; DA. 1974; VOL. 19; NO 5; PP. 879-889; BIBL. 1 P.Article

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

CONSIDERATIONS ON OPTIMUM COMBINATION OF SAFETY AND ECONOMY.FRANGOPOL D; RONDAL J.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 45-48; ABS. FR. ALLEM.; BIBL. 8 REF.Conference Paper

CONSIDERATIONS SUR LA SECURITE DES STRUCTURES PAR RAPPORT AUX DIFFERENTS ETATS-LIMITES DE COMPORTEMENTFRANGOPOL D; DOTREPPE JC.sdIN: COMPORTEMENT SERV. OUVRAGES BETON. COLLOQ. INTER.-ASSOC. RAPP. PRELIM. LIEGE; 1975; S.L.; DA. S.D.; VOL. I; PP. 501-511; ABS. ANGL.; BIBL. 1 P. 1/2Conference Paper

MODELES MATHEMATIQUES D'ANALYSE STOCHASTIQUE DE LA SECURITE DES STRUCTURES ISOSTATIQUES ET HYPERSTATIQUES.FRANGOPOL D; DOTREPPE JC.1976; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1976; VOL. 19; PP. 121-129; ABS. ROUM. RUSSE; BIBL. 14 REF.Article

EVALUATING THE PROBABILITY OF A PLASTIC COLLAPSE FAILURE (-II).GHIOCEL D; FRANGOPOL D.1973; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1973; VOL. 16; NO 4; PP. 13-26; ABS. ROUM. RUSSEArticle

CONSIDERATIONS SUR LA SECURITE DES STRUCTURES PAR RAPPORT AUX DIFFERENTS ETATS-LIMITES DE COMPORTEMENT.FRANGOPOL D; DOTREPPE JC.1976; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROUMAN.; DA. 1976; VOL. 21; NO 4; PP. 607-616; BIBL. 15 REF.Article

SENSITIVITE DE LA SECURITE DES CONSTRUCTIONS PAR RAPPORT AUX TYPES DE COMPORTEMENTS STRUCTURAUX.DOTREPPE JC; FRANGOPOL D.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 51-56; ABS. ALLEM. ANGL.; BIBL. 12 REF.Conference Paper

LE DIMENSIONNEMENT PROBABILISTE OPTIMAL DES STRUCTURES.FRANGOPOL D; RONDAL J.1978; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1978; NO 363; PP. 21-30; ABS. ALLEM. ANGL. ESP.; BIBL. 20 REF.Article

LE DIMENSIONNEMENT PROBABILISTE OPTIMAL DES STRUCTURES.FRANGOPOL D; RONDAL J.1977; INGENIEURSBLAD; BELG.; DA. 1977; VOL. 46; NO 7; PP. 189-194Article

NOUVELLES EXPERIENCES NUMERIQUES DANS L'ANALYSE LIMITE DES COQUES DE REVOLUTIONNGUYEN DANG HUNG; FRANGOPOL D.1978; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROM; DA. 1978; VOL. 23; NO 4; PP. 609-641; BIBL. 50 REF.Article

CALCUL PLASTIQUE PROBABILISTE DES STRUCTURES EN ACIER FORMEES DE BARRES.FRANGOPOL D; NGUYEN DANG HUNG.1977; CONSTR. METALL.; FR.; DA. 1977; VOL. 114; NO 1; PP. 19-43; ABS. ANGL. ALLEM.; BIBL. 1 P. 1/2Article

DUALITY AND MONOTONY OF THE TWO-FIELDS FINITE ELEMENTS IN ELASTIC STRESS ANALYSISNGUYEN DANG HUNG; FRANGOPOL D.1978; BUL. INST. POLITEH. IASI, 5; ISSN 0373-3270; ROM; DA. 1978; VOL. 24; NO 3-4; PP. 21-22; ABS. RUM; BIBL. 5 REF.Article

Optimum lifetime planning of bridge inspection and repair programsFRANGOPOL, D. M.Structural engineering international. 1999, Vol 9, Num 3, pp 219-223, issn 1016-8664Article

Sensitivity of reliability ― based optimum design = Précision du calcul optimal basé sur la fiabilitéFRANGOPOL, D. M.Journal of structural engineering (New York, NY). 1985, Vol 111, Num 8, pp 1703-1721, issn 0733-9445Article

Sensitivity studies in reliability-based analysis of redundant structuresFRANGOPOL, D. M.Structural safety. 1985, Vol 3, Num 1, pp 13-22, issn 0167-4730Article

A reliability-based optimization technique for automatic plastic designFRANGOPOL, D. M.Computer methods in applied mechanics and engineering. 1984, Vol 44, Num 1, pp 105-117, issn 0045-7825Article

Interactive reliability-based structural optimizationFRANGOPOL, D. M.Computers & structures. 1984, Vol 19, Num 4, pp 559-563, issn 0045-7949Article

RELIABILITY ANALYSIS AND OPTIMUM PROBABILITY-BASED DESIGN OF PLASTIC STRUCTURESFRANGOPOL D; NGUYEN DANG HUNG; RONDAL J et al.1978; BULL. ACAD. POLON. SCI., SCI. TECH.; POL; DA. 1978; VOL. 26; NO 7; PP. 59-66; ABS. RUS; BIBL. 14 REF.Article

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