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DESIGN FOR A PRECAST COLUMN CONNECTION.STEPHEN PG.1976; CONCRETE; G.B.; DA. 1976; VOL. 10; NO 11; PP. 14-17Article

CURRENT PRACTICE FOR DETAILING REINFORCED CONCRETE JOINTSBLACK WC.sdAMERICAN SOCIETY OF CIVIL ENGINEERS CONVENTION & EXPOSITION/1979-10-16/CHICAGO; USA; S.L.: ASCE; DA. S.D.; 20 P.Conference Paper

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FLAT PLATES WITH SPECIAL SHEAR REINFORCEMENT SUBJECTED TO STATIC DYNAMIC MOMENT TRANSFER = DALLES HORIZONTALES AVEC UNE ARMATURE DE CISAILLEMENT SPECIALE, SOUMISES A UN TRANSFERT DE MOMENT STATIQUE ET DYNAMIQUEDILGER W; ELMASRI MZ; AMIN GAALI et al.1978; J. AMER. CONCR. INST.; USA; DA. 1978; VOL. 75; NO 10; PP. 543-549; BIBL. 6 REF.Article

PLAT PLATER WITH SHEARHEAD REINFORCEMENTSODYCKI CWIRKO T; KOZICKI J.1978; ARCH. INZYNIER. LAD.; POL; DA. 1978; VOL. 24; NO 4; PP. 482-497; ABS. POL/RUS; BIBL. 5 REF.Article

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CONSIDERATIONS IN THE DESIGN AND CONSTRUCTION OF PRECAST CONCRETE DIAPHRAGMS FOR EARTH QUAKE LOADS = CONSIDERATIONS RELATIVES AU CALCUL ET A LA CONSTRUCTION DES DIAPHRAGMES EN BETON PREFABRIQUES RESISTANT AUX CHARGES SISMIQUESCLOUGH DP.1982; J. PRESTRESS. CONCR. INST.; ISSN 0032-793X; USA; DA. 1982; VOL. 27; NO 2; PP. 78-93; BIBL. 10 REF.Conference Paper

TENSION-FIELD ACTION IN COMPOSITE PLATE GUIDERS = EFFET DU CHAMP DES TRACTIONS DANS DES POUTRES COMPOSEES A AME PLEINEALLISON RW; JOHNSON RP; MAY IM et al.1982; PROC.-INST. CIV. ENG. PART 2; ISSN 0307-8361; GBR; DA. 1982; VOL. 73-6; PP. 255-276; BIBL. 14 REF.Article

THE EQUIVALENT FRAME METHOD SIMPLIFIED FOR BEAM AND SLAB CONSTRUCTION = PRESENTATION D'UNE METHODE DES EQUIVALENCES SIMPLIFIEE POUR LES STRUCTURES POUTRE-DALLEFRASER DJ.1982; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1982; VOL. 4; NO 4; PP. 66-73; BIBL. 14 REF.Article

THE GRILLAGE ANALOGY IN BRIDGE ANALYSIS = ANALOGIE DU GRILLAGE DANS L'ANALYSE D'UN PONTJAEGER LG; BAKHT B.1982; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1982; VOL. 9; NO 2; PP. 224-235; ABS. FRE; BIBL. 22 REF.Article

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COMPOSITE REINFORCED CONCRETE BEAMS IN HOGGING BENDING = MOMENT FLECHISSANT NEGATIF DANS DES POUTRES COMPOSITES EN BETON ARMETAYLOR R; AL NAJMI AQS.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 69; PART. 2; PP. 801-812; BIBL. 6 REF.Article

RIGID-FRAME CONNECTIONS IN COMPOSITE STRUCTURES = CONNEXION D'OSSATURE RIGIDE EN STRUCTURES COMPOSITESANSOURIAN P.1980; TRANS. INST. ENG. AUST., CIV. ENG.; AUS; DA. 1980; VOL. 22; NO 2; PP. 85-92; BIBL. 14 REF.Article

THE EFFECT OF COLUMN MASS ON SHEAR BUILDING VIBRATIONSLUBLINER J.1980; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1980; VOL. 8; NO 4; PP. 389-395; BIBL. 1 REF.Article

MODELISATION DU COMPORTEMENT DES STRUCTURES EN BETON ARME PAR PRISE EN COMPTE DE LA RESISTANCE EN TRACTION DU BETONTUSET JOSEPH.1980; ; FRA; DA. 1980; 248 P.; 22 CM; ABS. SPA/ENG; BIBL. 68 REF.; TH.: SCI./LYON 1-INSA/1980/80.04Thesis

LOAD-DEFLECTION BEHAVIOUR OF REINFORCED-CONCRETE SLALSBEAM PANELS = COMPORTEMENT EN CHARGE - FLEXION DES SYSTEMES POUTRE-DALLE EN BETON ARMEPRAKASH DESAYI; KULKARNI AB.1979; INDIAN CONCR. J.; IND; DA. 1979; VOL. 53; NO 10; PP. 277-283; BIBL. 6 REF.Article

MODELS FOR INELASTIC RESPONSE OF BEAM-PLATE ASSEMBLAGES = MODELES POUR LA REPONSE INELASTIQUE DES LIAISONS POUTRES-PLAQUESKHALILOLLAH KHOZEIMEH; TORIDIS TG.1978; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1978; VOL. 104; NO 5; PP. 1001-1014; BIBL. 25 REF.Article

INFORMATIONS SUR LES SYSTEMES DE CONSTRUCTION. LE SYSTEME BOSTCO.NORSA A.1977; I.F.; CANADA; DA. 1977; VOL. 8; NO 2; PP. 51-56Article

FINITE ELEMENT ANALYSIS OF WOOD-STUD WALS.POLENSEK A.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 7; PP. 1317-1335; BIBL. 1 P.Article

Creep and shrinkage effect on reinforced concrete slab-and-beam structuresSAPOUNTZAKIS, E. J; KATSIKADELIS, J. T.Journal of engineering mechanics. 2002, Vol 128, Num 6, pp 625-634, issn 0733-9399Article

Aide efficace au calcul des ponts : Le modèle dalle + poutres = an effective assistance for bridges computation : the model slab + beamsBOUBERGUIG, A; ROSSIER, S.La Technique moderne (Paris. 1908). 1996, Vol 88, Num 3-5, pp 21-26, issn 0040-1250Article