kw.\*:("CALCUL ELASTIQUE")
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ELASTIC ANALYSIS OF CONE-CYLINDER CONNECTIONS = CALCUL ELASTIQUE DES ASSEMBLAGES CONE/VIROLEMOTA SOARES CM; BROSQUE PJP; GONCALVES DA COSTA JM et al.1980; PORTUGUESE WELDING IN THE WORLD; PRT; LISBONNE: INST. SOLDADURA; DA. 1980; PP. 55-60; BIBL. 9 REF.; LOC. ISBook Chapter
ANALYSIS OF METAL PLATE-STRINGER-DIAPHRAM BRIDGE DECKS = ANALYSE DE TABLIERS DE PONT METALLIQUES RENFORCES PAR ENTRETOISESDEAN DL; AVENT RR.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 1; PP. 45-64; ABS. FR. ALLEM.; BIBL. 9 REF.Article
COMPORTEMENT D'ASSEMBLAGES METALLIQUES A SOUDURE D'ANGLE. II: CHARGEMENT EXCENTRE = BEHAVIOUR OF FILLET WELDED STEEL STRUCTURES. II: ECCENTRIC LOADINGMACHALY ES.1981; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1981; NO 393; PP. 65-80; LOC. ISArticle
L'AZIONE DEI CARICHI TORCENTI NEI PONTI A VOLTA SOTTILE E TRAVE IRRIGIDENTE = ACTION DES CHARGES DE TORSION DANS LES PONTS EN ARC A TABLIER SUPERIEUR A VOILE MINCE RAIDIPALAZZO B.1975; G. GENIO CIV.; ITAL.; DA. 1975; VOL. 113; NO 4-6; PP. 141-155; ABS. FR. ANGL. ALLEM.; BIBL. 10REF.Article
NON-LINEAR STATIC ANALYSIS OF UNGUYED TOWERS AND STACKSHARRISON HB.1975; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1975; VOL. 17; NO 1; PP. 22-29; BIBL. 7REF.Article
EARTHQUAKE RESISTANT DESIGN OF INTAKE-OUTLET TOWERSCHOPRA AK; LIAW CY.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1349-1366; BIBL. 1P.Article
LINEAR STRUCTURAL ANALYSIS OF MULTISTORY BUILDINGSSHANKARAN NAIR R.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 551-565; BIBL. 13 REF.Article
OVERALL ELASTIC STABILITY OF MULTISTORY BUILDINGSSHANKARAN NAIR R.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 12; PP. 2487-2503; BIBL. 17REF.Article
METHODE GENERALE DE CALCUL ELASTIQUE ET AUX ETATS LIMITES ULTIMES DES SECTIONS RECTANGULAIRES DE BETON ARME, A SIMPLE OU DOUBLE ARMATURE, EN FLEXION SIMPLE OU COMPOSEEARIBERT JM; WATTECAMPS C.1975; BULL. TECH. SUISSE ROMANDE; SUISSE; DA. 1975; VOL. 101; NO 24; PP. 409-418; BIBL. 4REF.Article
LA CAPACITE PORTANTE DES PIEUXBAGUELIN F; BUSTAMANTE M; FRANK R et al.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 330; PP. 1-22; ABS. ANGL. ALLEM. ESP.; BIBL. 16REF.Serial Issue
ANALYSIS OF TALL BUILDINGS USING MEMBER GROUPSHARMAN DJ; WALKER WH.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 567-583; BIBL. 17 REF.Article
FORCES RADIALES DANS LES ELEMENTS COURBES EN BETON ARMEKAMAL NASSIF GHALI.1974; CONSTRUCTION; FR.; DA. 1974; VOL. 29; NO 6; PP. 209-214; BIBL. 4 REF.Article
CALCULATION OF THE STRESS INTENSITY IN ULTRASONIC RESONANCESCHOECK G.1982; Z. METALLKD.; ISSN 0044-3093; DEU; DA. 1982-09; VOL. 73; NO 9; PP. 576-578; BIBL. 6 REF.Article
EINFUEHRUNG IN DIE GRUNDLAGEN DER BRUCHMECHANIK = INTRODUCTION TO FRACTURE MECHANICSDANDER W.1982; Z. WERKSTOFFTECH.; DEU; DA. 1982-02; VOL. 13; NO 2; PP. 69-76Article
COMPORTEMENT D'ASSEMBLAGES METALLIQUES A SOUDURES D'ANGLE. I: CHARGEMENT CENTRE = BEHAVIOUR OF FILLET WELDED STEEL FRAMES. I: CENTERED LOADINGEL SAYED MACHALY.1981; ANN. INST. TECH. BATIM. TRAN. PUBLICS; ISSN 0020-2568; FRA; DA. 1981; NO 392; PP. 121-136; ABS. GER/ENG/SPA; BIBL. 5 REF.Article
ON THE DESIGN OF MASSIVE STRUCTURES FOR NUCLEAR PLANTSBALLIO G; CASTELLANI A; FINZI L et al.sdIN: STRUCT. BETON SOUMISES CONTRAINTES TRIAXIALES. SEMIN.; BERGAME; 1974; ZUERICH; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. (23P.); ABS. ALLEM. FR.; BIBL. 1P.1/2Conference Paper
CHARGE LIMITE DES GROUPES DE PIEUX. BASES EXPERIMENTALES ET THEORIEDEMONSABLON P.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 328; PP. 49-84; ABS. ANGL. ALLEM. ESP.; BIBL. 1 P. 1/2Article
Multiple crack problems for two bonded half planes in plane and antiplane elasticity = Vielfachrissprobleme bei zwei verbundenen Halbscheiben ebener und nicht ebener ElastizitaetCHEN, Y.Z.Engineering fracture mechanics. 1986, Vol 25, Num 1, pp 1-9, issn 0013-7944Article
PRACTICAL ASPECTS OF FRACTURE MECHANICS IN ENGINEERING DESIGNBURDEKIN FM.1981; PROC. - INST. MECH. ENG.; GBR; DA. 1981-03; VOL. 195; NO 3; PP. 73-86; BIBL. 29 REF.Conference Paper
SEMIBRITTLE FRACTURE INSTABILITY IN THE INCLINED STRIP YIELD, CONTINUUM DISLOCATION MODELLEE BH; CHUNG SK.1982; MATER. SCI. ENG.; ISSN 0025-5416; CHE; DA. 1982-05; VOL. 53; NO 2; PP. 209-221; BIBL. 15 REF.Article
LINEAR ELASTIC FRACTURE MECHANICS COMPUTATIONS OF CRACKED CYLINDRICAL TENSIONED BODIESATHANASSIADIS A; BREVET P; RAHARINAIVO A et al.1981; INT. J. FRACT.; NLD; DA. 1981-12; VOL. 17; NO 6; PP. 553-566; BIBL. 18 REF.Article
AN EVALUATION OF THE RELIABILITY OF FRACTURE MECHANICS METHODSFREDIANI A.1981; ENG. FRACT. MECH.; GBR; DA. 1981; VOL. 14; NO 2; PP. 289-322; BIBL. 18 REF.Article
DAS COD-KONZEPT - GRUNDLAGEN UND PRAKTISCHE ANWENDUNG = THE COD CONCEPT - THEORY AND PRACTICE = LE CONCEPT COD. THEORIE FONDAMENTALE ET APPLICATIONISSLER L.1983; OERLIKON SCHWEISSMITT.; CHE; DA. 1983; VOL. 41; NO 103; PP. 4-14; BIBL. 20 REF.; LOC. ISArticle
AVOIDING CATASTROPHIC FATIGUE FAILURESSTEELE JM; LAM TCT.1983; MACH. DES.; ISSN 0024-9114; USA; DA. 1983-01-06; VOL. 55; NO 1; PP. 101-105Article
HAFTVERMOEGEN IM POLYMER/METALL-SCHICHTVERBUND BEI STOSSARTIGER BELASTUNG = ADHESIVE PROPERTIES IN INTERLAMINAR POLYMER/METAL BONDS WHEN SUBJECTED TO SUDDEN IMPACTZORLL U.1982; METALL (BERL.); ISSN 0026-0746; DEU; DA. 1982-12; VOL. 36; NO 12; PP. 1291-1292Article