Traglastversuche für Stützen-Riegel-Verbindungen mit verbesserter Wirtschaftlichkeit = Résultats des essais sur des liaisons poutres-poteaux dues à une conception économiqueHOLTZ, R.Der Stahlbau. 1983, Vol 52, Num 11, pp 329-334, issn 0038-9145Article

Closed-form solutions for axially graded beam-columnsCALIO, Ivo; ELISHAKOFF, Isaac.Journal of sound and vibration. 2005, Vol 280, Num 3-5, pp 1083-1094, issn 0022-460X, 12 p.Article

Calcul d'assemblages poutre-poteau selon l'annexe J de l'Eurocode 3 = Calculation of beam-to-column joints according to eurocode 3 annex JRYAN, I.Construction métallique. 2004, Vol 41, Num 1, pp 103-132, issn 0045-8198, 30 p.Article

Free vibration of partially supported piles = Vibration libre de pieux partiellement supportésVALSANGKAR, A. J; PRADHANANG, R. B.Journal of engineering mechanics. 1987, Vol 113, Num 8, pp 1244-1247, issn 0733-9399Article

A note on vibration of beam-columnsPEDERSEN, P.Journal of sound and vibration. 1986, Vol 105, Num 1, pp 143-150, issn 0022-460XArticle

Statistical evaluation of steel beam-column resistanceKOTOGUCHI, H; LEONARD, J. W; SHIOMI, H et al.Engineering structures. 1985, Vol 7, Num 2, pp 143-147, issn 0141-0296Article

Shear and bond considerations in reinforced concrete beam colum joints (1.) = Remarques sur la liaison et le cisaillement dans les joints poteau-poutre en béton armé (1.)NIRJAR, R. S; FAIRBAIRN, D. R.Indian concrete journal. 1983, Vol 57, Num 11, pp 298-302, issn 0019-4565Article

Modeling of R/C joints under cyclic excitations = Modélisation des liaisons en béton armé soumises à des excitations cycliquesFILIPPOU, F. C; POPOV, E. P; BERTERO, V. V et al.Journal of structural engineering (New York, NY). 1983, Vol 109, Num 11, pp 2666-2684, issn 0733-9445Article

Bounds for the maximum deflection and curvature of nonuniform beam-columnsPICHE, R.International journal of solids and structures. 1993, Vol 30, Num 12, pp 1565-1577, issn 0020-7683Article

Model testing of precast concrete connections = Essais sur modèles de liaisons pour béton précontraintDOLAN, C. W; PESSIKI, S. P.Journal - Prestressed Concrete Institute. 1989, Vol 34, Num 2, pp 84-103, issn 0032-793XArticle

Hopital Robert Debré à Paris = Robert Debré hospital at ParisTechniques et architecture (Paris). 1989, Num 383, pp 68-79, issn 0373-0719Article

Frame analysis with panel zone deformation = Analyse d'ossature avec déformation dans la zone des panneauxLUI, E. M; WAI-FAH CHEN.International journal of solids and structures. 1986, Vol 22, Num 12, pp 1599-1627, issn 0020-7683Article

Versteckte Konsolen = Encorbellement caché = Hidden orbelsWALRAVEN, J. C.Betonwerk und Fertigteil-Technik. 1991, Vol 57, Num 4, pp 52-56, issn 0373-4331, 5 p.Article

Vibration and buckling of beam-columns subjected to non-uniform axial loadsCOULTER, B. A; MILLER, R. E.International journal for numerical methods in engineering. 1986, Vol 23, Num 9, pp 1739-1755, issn 0029-5981Article

The shear design of in situ reinforced concrete boom-columni joints subjected to monotonic coading = La résistance au cisaillement des joints de poutres poteaux en béton armé en place soumis à des charges monotoniquesSARSAM, K. F; PHIPPS, M. E.Magazine of Concrete Research. 1985, Vol 37, Num 130, pp 16-28, issn 0024-9831Article

Effect of transverse beams and slabs on behavior of reinforced concrete beam-to-column connections = Effet de la dalle et des poutres transversales sur le comportement des liaisons poutre-poteau en béton arméESHANI, M. R; WIGHT, J. K.Journal of the American Concrete Institute. 1985, Vol 82, Num 2, pp 188-195, issn 0002-8061Article

Joint action and the design of steel frames = Rôle des joints et conception des portiques métalliquesNETHERLOT, D. A.1985, Vol 63A, Num 12, pp 371-379Article

Dinamica non lineare di telai in C.A. con nodi riparati e rinforzati. Metodo di analisi e caratterizzazione della risposta = Dynamique non linéaire d'une ossature en béton armé avec joints réparés. Méthode d'analyse et caractéristiques de la réponseTATTONI, S.Studi e ricerche ― Corso di perfezionamento per le costruzioni in cemento armato Fratelli Pasenti. 1984, Num 6, pp 257-280Article

Fortran subroutines for mathematical operations on polynomial functionsXIANG, Y; WANG, C. M; KITIPORNCHAI, S et al.Computers & structures. 1995, Vol 56, Num 4, pp 541-551, issn 0045-7949Article

Effects of a non-linear elastic foundation on the mode shapes in stability and vibration problems of uniform columns/beamsKANAKA RAJU, K; VENKATESWARA RAO, G.Journal of sound and vibration. 1993, Vol 160, Num 2, pp 369-371, issn 0022-460XArticle

Finite element analysis of 3-D beam-columns on a nonlinear foundationSAYEGH, A. F; TSO, F. K.Computers & structures. 1988, Vol 28, Num 6, pp 699-715, issn 0045-7949Article

DIMINUTION DES BESOINS EN METAL POUR LES ELEMENTS DE LIAISONS DE STRUCTURES A COLONNESKLEVTSOV VA; BAGOCHUNAS VM; MISYAVICHUS AM et al.1977; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1977; NO 11; PP. 12-14; BIBL. 2 REF.Article

ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY ASSUMING THEIR INFILLED PANEL WALLS TO BE 45-DEGREE ORTHOTROPIC PLATES.TOMII M; HIRAISHI H.1976; MEM. FAC. ENGNG, KYUSHU UNIV.; JAP.; DA. 1976; VOL. 36; NO 1; PP. 21-99; BIBL. 5 REF.Article

UN PIANO PER L'OTTIMIZZAZIONE STRUTTURALE DI EDIFICI INTELAIATI IN ACCIAIO. = METHODE D'OPTIMISATION DES STRUCTURES EN ACIER A PLUSIEURS ETAGESBINDA L; VITIELLO E.1977; COSTR. METAL.; ITAL.; DA. 1977; VOL. 29; NO 2; PP. 91-104; ABS. ANGL.; BIBL. 32 REF.Article

ANALYSE DE LA DEFORMATION DES LIAISONS POUTRES-COLONNESBAJKOV VN; FROLOV AK.1978; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1978; NO 2; PP. 26-28Article