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APPROACHES FOR DESIGN AGAINST PROGRESSIVE COLLAPSE = DIFFERENTES APPROCHES POUR LE CALCUL PREVENANT LA RUPTURE PROGRESSIVEELLINGWOOD B; LEYENJDECKER EV.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT DIV.; USA; DA. 1978; VOL. 104; NO 3; PP. 413-423; BIBL. 20 REF.Article

MODELING GRADUAL DARN BREACHES = SIMULATION DE L'OUVERTURE PROGRESSIVE D'UNE BRECHE DANS UN BARRAGEPONCE VM; TSIVOGLOU AJ.1981; PROC. AM. SOC. CIV. ENG., J. HYDRAUL. DIV.; ISSN 0044-796X; USA; DA. 1981; VOL. 107; NO 7; PP. 829-838; BIBL. 25 REF.Article

PROGRESSIVE ULTIMATE ANALYSIS OF BUILDINGS OF ELASTIC-BRITTLE MATERIAL EXPOSED TO DYNAMIC EFFECTS = ANALYSE ULTIME PROGRESSIVE DE BATIMENTS DE MATERIAUX FRIABLES ELASTIQUES EXPOSES A DES ACTIONS DYNAMIQUESVERTES G.1981; PERIOD. POLYTECH., CIV. ENG., STROIT.; ISSN 0553-6626; HUN; DA. 1981; VOL. 25; NO 3-4; PP. 251-256; BIBL. 2 REF.Article

TREATMENT OF ACCIDENTAL LOADS AND PROGRESSIVE FAILURES IN DESIGN STANDARDSELLINGWOOD B.1981; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1981; VOL. 4; PP. 649-665; BIBL. 15 REF.Conference Paper

A CONTINUUM MODEL FOR PLASTIC-BRITTLE BEHAVIOUR OF ROCK AND CONCRETEDRAGON A; MROZ Z.1979; INTERNATION. J. ENGNG SCI.; GBR; DA. 1979; VOL. 17; NO 2; PP. 121-137; BIBL. 15 REF.Article

PROBABILISTIC MODEL OF PROGRESSIVE FAILURE OF SLOPES = MODELE PROBABILISTE DE LA RUPTURE PROGRESSIVE DES TALUSCHOWDHURY RN; GRIVAS DA.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 6; PP. 803-819; BIBL. 37 REF.Article

STEEL STRUCTURES SUBJECTED TO DYNAMIC LOADS IN CONNECTION WITH PROGRESSIVE COLLAPSE: DYNAMIC BUCKLING = CONSTRUCTIONS METALLIQUES SOUMISES A DES CHARGES DYNAMIQUES LIEES A UN EFFONDREMENT PROGRESSIF: FLAMBEMENT DYNAMIQUECHRISTIANSSON P.1982; ; SWE; STOCKHOLM: SWEDISH COUNCIL FOR BUILDING RESEARCH; DA. 1982; SCBR/D7; 118 P.; 25 CM; ISBN 91-540-3681-XReport

MODELS OF PRECAST CONCRETE LARGE PANEL BUILDINGS = ESSAIS SUR MODELES DE CONSTRUCTION PAR GRANDS PANNEAUX DE BETONHARRIS HG; MUSKIVITCH JC.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 545-565; BIBL. 15 REF.Article

Microplane model for progressive fracture of concrete and rock = Modèle à microplan de rupture progressive du béton et de la rocheBAŽANT, Z. P; OH, B. H.Journal of engineering mechanics. 1985, Vol 111, Num 4, pp 559-582, issn 0733-9399Article

Wave propagation in a strain-softening bar: exact solution = Propagation de l'onde dans une barre avec adoucissement sous une déformation: solution exacteBAZANT, Z. P; BELYTSCHKO, T. B.Journal of engineering mechanics. 1985, Vol 111, Num 3, pp 381-389, issn 0733-9399Article

Progressive failure in stratified and jointed rock mass = Rupture progressive d'un massif rocheux stratifié et fissuréMUSTAFA GENCER.Rock mechanics and rock engineering. 1985, Vol 18, Num 4, pp 267-292, issn 0723-2632Article

Centrifuge modelling of embankments on clay foundations = Simulation sur centrifuge des remblais sur des fondations en argileDAVIES, M. C. R; PARRY, R. H. G.Soils and foundations. 1985, Vol 25, Num 4, pp 19-36, issn 0038-0806Article

LARGE PANEL JOINTS. ACCIDENTAL LOADING = JOINTS DE GRANDS PANNEAUX. CHARGES ACCIDENTELLESGOSCHY B.1979; MECHANICAL & INSULATING PROPERTIES OF JOINTS OF PRECASTS REINFORCED CONCRETE ELEMENTS. RILEM-CEB-CIB. SYMPOSIUM/1978/ATHENES; GRC; DA. 1979; VOL. 2; PP. 544-555; ABS. FRE; BIBL. 6 REF.Conference Paper

PROGRESSIVE COLLAPSE - SYMPOSIUM SUMMARY = RESUME DES IDEES PRESENTEES LORS DU CONGRES: "LA RUPTURE PROGRESSIVE"BREEN JE; SIESS CP.1979; J. AMER. CONCR. INST.; USA; DA. 1979; VOL. 76; NO 9; PP. 997-1004; BIBL. 3 REF.Article

PROGRESSIVE COLLAPSE OF FLAT PLATE STRUCTURES = EFFONDREMENT PROGRESSIF DES PLANCHERS DALLESHAWKINS NM; MITCHELL D.1979; J. AMER. CONCR. INST.; USA; DA. 1979; VOL. 76; NO 7; PP. 775-808; BIBL. 29 REF.Article

STEEL STRUCTURES SUBJECTED TO DYNAMIC LOADS IN CONNECTION WITH PROGRESSIVE COLLAPSE. DYNAMIC BUCKLING = STRUCTURES EN ACIER SOUMISES A DES CHARGES DYNAMIQUES ET SUBISSANT UNE RUPTURE PROGRESSIVE. FLAMBAGE SOUS CHARGE DYNAMIQUECHRISTIANSSON P.1982; ; SWE; STOCKHOLM: SWEDISH COUNCIL FOR BUILDG. RES.; DA. 1982; D7/1982; 118 P.; BIBL. 14 REF.; ISBN 91-540-3681-X; L 36 549/624.0Report

PROGRESSIVE COLLAPSE OF RIGID-PLASTIC CIRCULAR FOUNDATIONS = RUPTURE PROGRESSIVE DES FONDATIONS CIRCULAIRES RIGIDES ET PLASTIQUESGAZETAS G.1982; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; ISSN 0044-7951; USA; DA. 1982; VOL. 108; NO 3; PP. 493-508; BIBL. 25 REF.Article

DESIGN AND SELECTION CONSIDERATIONS FOR CONCRETE FALSEWORK = CONSIDERATIONS DE CONCEPTION ET DE SELECTION DE STRUCTURES TEMPORAIRESHOVER KC.1981; PROC. AM. SOC. CIV. ENG., J. CONSTR. DIV.; ISSN 0569-7948; USA; DA. 1981; VOL. 107; NO C03; PP. 527-541; BIBL. 23 REF.Article

DEVELOPING STRUCTURAL INTEGRITY IN BEARING WALL BUILDINGS = AMELIORATION DE LA STABILITE DES MURS PORTEURS DANS LES IMMEUBLESBREEN JE.1980; J. PRESTRES. CONCR. INST.; USA; DA. 1980; VOL. 25; NO 1; PP. 42-73; BIBL. 32 REF.Article

HARTFORD-COLISEUM ROOF COLLAPSE: STRUCTURAL COLLAPSE SEQUENCE AND LESSONS LEARNED = RUPTURE DU TOIT DU CENTRE MUNICIPAL DE HARTFORD: DESCRIPTION DES ETAPES DE RUPTURE DE L'OUVRAGE ET LECONS TIREES DE CETTE EXPERIENCESMITH EA; EPSTEIN HI.1980; CIV. ENGNG; USA; DA. 1980; VOL. 52; NO 4; PP. 59-62; BIBL. 6 REF.Article

FORMES INTERMEDIAIRES ENTRE LA RUPTURE LE LONG D'UNE SECTION OBLIQUE ET L'ECRASEMENTGVOZDEV AA; ZALESOV AS; ERMUKHANOV KE et al.1980; BETON I ZHELEZOBETON; SUN; DA. 1980; NO 3; PP. 27-29Article

ANALYSIS OF LAND SLIDES DURING THE 1978 IZU-OHSHIMA-KINKAI EARTHQUAKE = ANALYSE DES GLISSEMENTS DE TERRAIN QUI SE SONT PRODUITS LORS DU SEISME DE 1978 DANS LA REGION IZU-OHSHIMA-KINKAIISHIHARA K; NAGAO A.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 19-37; BIBL. 13 REF.Article

THE VAIONT SLOPE FAILURE = RUPTURE DE LA PENTE DU VAIONTTROLLOPE.1980; ROCK MECH.; ISSN 0035-7448; AUT; DA. 1980; VOL. 13; NO 2; PP. 72-88; ABS. GER/FRE; BIBL. 18 REF.Article

PROBABILITY OF FAILURE FROM ABNORMAL LOAD = ETUDE PROBABILISTE DE LA RUPTURE PROVOQUEE PAR DES CHARGES ANORMALESELLINGWOOD B; LEYENDECKER EV; YAO JTP et al.1983; J. STRUCT. ENG.; USA; DA. 1983; VOL. 109; NO 4; PP. 875-890; BIBL. 18 REF.Article