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kw.\*:("UNIT DISPLACEMENT METHOD")

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METHODE DES DEPLACEMENTS DANS LES PROBLEMES DE LA STABILITE D'UNE FORME PLANE DE DEFORMATION DE CONSTRUCTIONS EN BARRESDRIVING A YA.1982; STROITEL. MEKH. RESCHET SVORUZH.; SUN; DA. 1982; NO 1; PP. 42-47; BIBL. 6 REF.Article

DISPLACEMENT APPROACH FOR THERMAL MOVEMENT OF SLABSPANDIT GS; VENKAPPA V.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 60; NO 4; PP. 232-238; BIBL. 4 REF.Article

ON THE APPROXIMATION OF INCOMPRESSIBLE MATERIALS IN THE DISPLACEMENT METHODDEBONGNIE JF.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 7; PP. 1095-1099; BIBL. 16 REF.Article

SUR LE CALCUL DES ENVELOPPES APLATIES, DES PLAQUES ET DES MEMBRANES SUIVANT UN ETAT DEFORMEREKACH VG.1978; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1978; NO 5; PP. 12-18; BIBL. 6 REF.Article

UTILISATION DE MODELES HYBRIDES POUR LE CALCUL DES CONSTRUCTIONS A PAROIS MINCES PAR LA METHODE DES DEPLACEMENTSWAKHITOV MB; LEVASHOV PD.1980; IZV. VYSS. UCEBN. ZAVED., AVIAC. TEH.; ISSN 0579-2975; SUN; DA. 1980; NO 2; PP. 30-34Article

FLEXIBILITY OF SHAFTS WITH ABRUPT CHANGES OF SECTION.SANDERSON N; KITCHING R.1978; INTERNATION. J. MECH. SCI.; G.B.; DA. 1978; VOL. 20; NO 3; PP. 189-199; BIBL. 10 REF.Article

CALCULUL STRUCTURILOR PLANE STATIC NEDETERMINATE REALIZATE DIN MATERIALE CU COMPORTARE NELINIARA. II: METODA DEPLASARILOR = ANALYSE DES STRUCTURES PLANES INDETERMINEES EN MATERIAUX AYANT UN COMPORTEMENT NON LINEAIREJERCA; DUMITRAS AL.1978; BUL. INST. POLITECH. IASI, 5; ROM; DA. 1978; VOL. 24; NO 1-2; PP. 29-37; ABS. ENG; BIBL. 12 REF.Article

ANALIZA PRACY MOSTOWYCH PLYT POMOSTOWYCH = ANALYSE DE TABLIERS DE PONTKMITA J; MACHELSKI C.1978; ARCH. INZYNIER. LAD.; POL; DA. 1978; VOL. 24; NO 4; PP. 521-537; ABS. RUS/ENG; BIBL. 15 REF.Article

BEST PARTITIONS OF A STRUCTURE IN A GIVEN COMPUTING ENVIRONMENT.KLUTTZ BE JR; UTKU S.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 1; PP. 35-45; BIBL. 2 REF.Article

MOYENS D'OBTENTION DE LA MATRICE DES RIGIDITES AUX LIMITES D'UN SUPERELEMENTSAVCHENKO VI; YUR'EV AG.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 9; PP. 43-45; BIBL. 2 REF.Article

STRESS COMPUTATION IN DISPLACEMENT METHODS FOR TWO-MATERIAL ELASTIC MEDIA.SALAMA M; UTKU S.1977; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1977; VOL. 10; NO 3; PP. 325-338; BIBL. 13 REF.Article

CALCUL SPATIAL DES STRUCTURES ASYMETRIQUES A DIAPHRAGMESILLE V; BARSAN GM; BALLA P et al.1974; BUL. STI. INST. POLITEH. CLUJ; ROMAN.; DA. 1974; NO 17; PP. 33-35; ABS. ANGL.; BIBL. 3 REF.Article

NUMERISCHE STABILITAET VON PLATTENELEMENTEN AUF DER GRUNDLAGE HYBRIDER DEFORMATIONSMODELLE = STABILITE NUMERIQUE D'ELEMENTS DE PLAQUES SUR LA BASE DE MODELES HYBRIDES DE DEFORMATIONKNOTHE K; HERRMANN H; MUELLER W et al.1981; Z. ANGEW. MATH. MECH.; ISSN 0044-2267; DDR; DA. 1981; VOL. 61; NO 11; PP. 559-566; ABS. ENG/RUS; BIBL. 13 REF.Article

DISPLACEMENT APPROACH FOR IRREGULAR GIRDS = METHODE DU DEPLACEMENT APPLIQUEE AUX GRILLES IRREGULIERESPANDIT GS; GUPTA SP.1980; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1980; VOL. 54; NO 9; PP. 238-244; BIBL. 10 REF.Article

SOME REMARKS ON THE APPROXIMATE SOLUTION OF FRICTIONLESS ELASTIC CONTACT PROBLEMS.PACZELT I.1976; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1976; VOL. 83; NO 3-4; PP. 337-355; ABS. ALLEM. RUSSE; BIBL. 15 REF.Article

FUNDAMENTAL SOLUTIONS AND BOUNDARY INTEGRAL FORMULATION FOR TABULAR EXCAVATIONS IN A NON-HOMOGENEOUS ROCK MASS = SOLUTIONS FONDAMENTALES ET FORMULATION INTEGRALE LIMITE POUR DES EXCAVATIONS TABULAIRES DANS UN MASSIF ROCHEUX NON HOMOGENEWARDLE LJ.1982; DIV. APPL. GEOMECH. TECH. REP., COMMONW. SCI. IND. RES. ORGAN.; ISSN 505773; AUS; DA. 1982; NO 133; 21 P.; BIBL. 10 REF.Serial Issue

CALCOLO NON LINEARE PER LA DETERMINAZIONE DELLE SOLLECITAZIONI NEI TELAI IPERSTATICI IN CEMENTO ARMATO = CALCUL NON LINEAIRE DES SOLLICITATIONS DANS LES PORTIQUES HYPERSTATIQUES EN BETON ARMETONIOLO G.1982; PREFABBRICAZIONE; ITA; DA. 1982; VOL. 18; NO 7-8; PP. 461-473; ABS. ENG; BIBL. 12 REF.Article

ON THE ACCELERATION OF THE PRECONDITIONED SIMULTANEOUS DISPLACEMENT METHODMISSIRLIS NM; EVANS DJ.1981; MATH. COMPUT. SIMUL.; ISSN 0378-4754; NLD; DA. 1981; VOL. 23; NO 2; PP. 191-198; BIBL. 20 REF.Article

PRINCIPES VARIATIONNELS MIXTES EN STATIQUE: COUPLAGE DE CES PRINCIPES AVEC LE PRINCIPE DES DEPLACEMENTSCHRYSSAFI SOPHIA.1980; ; FRA; PARIS: ONERA; DA. 1980; 83 P.: ILL.; 30 CM; BIBL. 36 REF.; TH. 3E CYCLE: PHYS., MEC. APPL. CONSTR./PARIS 6/1980Thesis

EINE DEUTUNG DER METHODE DER STEIFIGKEITSFAKTOREN BEIM WEGGROESSENVERFAHREN = EXPLICATION DE LA METHODE DES FACTEURS DE RIGIDITE PAR LA METHODE DES DEPLACEMENTSSCHADE D.1979; BAUINGENIEUR; DEU; DA. 1979; VOL. 54; NO 11; PP. 419-429; BIBL. 24 REF.Article

IMPIEGO DEL CALCOLO AUTOMATICO NELL' ANALISI DELLE STRUTTURE. IV = UTILISATION DU CALCUL AUTOMATIQUE DANS LE CALCUL DES CONSTRUCTIONS. IVTONIOLO G.1979; PREFABBRICAZIONE; ITA; DA. 1979; VOL. 15; NO 7-8; PP. 393-398Article

MIXED FINITE ELEMENT METHODS-REDUCED AND SELECTIVE INTEGRATION TECHNIQUES: A UNIFICATION OF CONCEPTS.MALKUS DS; HUGHES TJR.1978; COMPUTER METHODS APPL. MECH. ENGN; NLD; DA. 1978; VOL. 15; NO 1; PP. 63-81; BIBL. 32 REF.Article

UNTERSUCHUNGEN AUSSTEIFENDER FALTWERKKONSTRUKTIONEN IM HOCHBAU = RECHERCHES SUR LES CONSTRUCTIONS D'ENVELOPPES PRISMATIQUES UTILISEES COMME RAIDISSEUR DANS LES CONSTRUCTIONS ELEVEESFAITH S.1978; BAUTECHNIK; DEU; DA. 1978; VOL. 55; NO 12; PP. 422-426; BIBL. 6 REF.Article

THE DEFORMATION OF REINFORCED-CONCRETE BEAMS AND FRAMES UP TO FAILURE = DEFORMATION JUSQU'A LA RUPTURE DES POUTRES EN BETON ARME ET DES PORTIQUESSENIWONGSE M.1979; STRUCT. ENGR, B; GBR; DA. 1979; VOL. 57; NO 4; PP. 77-81; BIBL. 7 REF.Article

PFVIBAT. A COMPUTER PROGRAM FOR PLANE FRAME VIBRATION ANALYSIS BY AN EXACT METHOD.AKESSOV BA.1976; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1976; VOL. 10; NO 6; PP. 1221-1231; BIBL. 1 P.Article

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