Berechnung geneigter Seile mit der Kettenlinie = Analyse de câbles inclinés avec la méthode de la courbe de Catenarian = Analysis of inclined cables by means of the catenarian curveLÜHR, G.Bauingenieur. 1983, Vol 58, Num 9, pp 353-357, issn 0005-6650Article

Finite layer analysis of vertically loaded piles and pile groupsSOUTHCOTT, P.H; SMALL, J.C.Computers and geotechnics. 1996, Vol 18, Num 1, pp 47-63, issn 0266-352XArticle

Force spectra from partially submerged circular cylinder in random seasEASSON, W. J; GREATED, C. A; DURANNI, T. S et al.Journal of waterway, port, coastal, and ocean engineering. 1985, Vol 111, Num 5, pp 856-879, issn 0733-950XArticle

Vertical stress formulas for triangular loading = Equation de contrainte verticale pour chargement triangulaireJARQUIO, R; JARQUIO, V.Journal of geotechnical engineering. 1984, Vol 110, Num 1, pp 73-78, issn 0733-9410Article

An earth balanced cantilever bridge = Pont cantilever équilibré par de la terreNAZIR, C. P.Journal of the Institution of Engineers. India. Civil Engineering Division. 1984, Vol 64, pp 232-238, issn 0020-336X, 4Article

LOAD DISTRIBUTION ON VERTICAL BRACES IN A MULTISTOREY FRAME INCLUDING THE INFLUENCE OF VERTICAL FORCESKWIATKOWSKI J; OSTROWSKI B.1974; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1974; VOL. 57; NO 2; PP. 709-716; BIBL. 3 REF.Article

ANALYSIS OF PILE GROUPS SUBJECTED TO VERTICAL AND HORIZONTAL LOADSPOULOS HG.1974; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1974; VOL. 4; NO 1; PP. 26-32; BIBL. 14 REF.Article

A FLEXURAL ANALYSIS OF CONOIDAL SHELLS FOR REINFORCED CONCRETE ROOFSWILBY CB; NAQVI MM.1975; INDIAN CONCR. J.; INDIA; DA. 1975; VOL. 49; NO 7; PP. 200-205; BIBL. 8REF.Article

Approximate analysis of building frames for vertical loads = Calcul approché des portiques sous des charges verticalesWU, J.Journal of structural engineering (New York, NY). 1995, Vol 121, Num 4, pp 784-787, issn 0733-9445Article

Influence of initial imperfections on the snap-through of a flat conical roof stiffened by meridional stringersKRUPKA, V; PASCENKO, P.Thin-walled structures. 1995, Vol 23, Num 1-4, pp 123-130, issn 0263-8231Conference Paper

Centrifuge simulation of pile driving and vertical loading using a robotZELIKSON, A.International conference on soil mechanics and foundation engineering. 1994, pp 631-633Conference Paper

Large deformations under vertical edge loads of annular membranes with various strain energy densitiesFULTON, J. P; SIMMONDS, J. G.International journal of non-linear mechanics. 1986, Vol 21, Num 4, pp 257-267, issn 0020-7462Article

Tragverhalten stählerner Rahmensysteme bei Brandbeanspruchung = Comportement structurel de systèmes de bâtis d'acier soumis à l'action du feu = Structural behaviour of steel frame systems under fire actionRUBERT, A; SCHAUMANN, P.Der Stahlbau. 1985, Vol 54, Num 9, pp 280-287, issn 0038-9145Article

Die Traglast gedrungener Stahlbetonrahmen nach Versuchen = Capacité portante des cadres en béton armé dimensionnés d'après les résultats des essais = Strength of stockily dimensioned reinforced concrete frames as determined from LestHERZOG, M.Beton- und Stahlbetonbau. 1984, Vol 79, Num 5, pp 132-133, issn 0005-9900Article

Bearing capacity of shallow foundations under inclined and eccentric loadsDRONIUC, N; MAGNAN, J. P; HUMBERT, P et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 503-512, isbn 2-7208-6004-2, 10 p.Conference Paper

Automatic truss design by optimized growth = Calcul automatique des portiques par une procédure évolutive optimiséeRULE, W. K.Journal of structural engineering (New York, NY). 1994, Vol 120, Num 10, pp 3063-3070, issn 0733-9445Article

Elementare Erfassung der Gruppenwirkung von Bohrpfählen unter vertikal lasten = Analyse élémentaire de l'effet de groupement de pieux forés soumis à des charges verticales = Elementary analysis of grouping effect for bored piles under vertical loadsHERZOG, M.Bauingenieur. 1989, Vol 64, Num 5, pp 209-213, issn 0005-6650Article

Ultimate strength of spherical shell rafts under vertical loads and moments = Résistance limite de radiers en forme de voiles sphériques sous charges et moments verticauxKURIAN, N. P; SHAH, S. H.Bulletin of the International Association for Shell and Spatial Structures. 1984, Vol 35, Num 86, pp 35-45, issn 0304-3622Article

Post-buckling behaviour of guyed towers = Comportement post-critique des pylônes haubannésCOSTELLO, G. A; PHILLIPS, J. W.Journal of structural engineering (New York, NY). 1983, Vol 109, Num 6, pp 1450-1459, issn 0733-9445Article

Calcul des pieux isolés soumis simultanément à des charges verticales et horizontales = Design of isolated piles simultaneously submitted to vertical and horizontal loadsEJJAAOUANI; SHAKHIREV; MAGNAN et al.La recherche appliquée au LPEE en 1997-98. 1999, pp 37-42, isbn 9981-809-08-XBook Chapter

Crane load modellingPASTERNAK, H; ROZMARYNOWSKI, B; WEN, Y.-K et al.Structural safety. 1996, Vol 17, Num 4, pp 205-224, issn 0167-4730Article

Dynamic response of vertically loaded nonlinear pile foundationsNOGAMI, T; KONAGAI, K.Journal of geotechnical engineering. 1987, Vol 113, Num 2, pp 147-160, issn 0733-9410Article

Analysis of supporting tower of overhead tanks = Calcul de la base d'un château d'eau surélevéKAMESWARA RAO, C. V. S.Indian concrete journal. 1983, Vol 57, Num 10, pp 265-266, issn 0019-4565Article

Tests to determine lateral distribution of vertical loads in a long-span hollow-core floor assembly = Essais réalisés pour déterminer la distribution latérale de charges verticales dans un assemblage de dalles formant plancher, à longue portée et noyau évidéPFEIFER, D. W; NELSON, T. A.Journal - Prestressed Concrete Institute. 1983, Vol 28, Num 6, pp 42-57, issn 0032-793XArticle

Etude expérimentale du comportement des fondations superficielles = Experimental study of the behaviour of shallow foundationsAMAR, S; BAGUELIN, F; CANEPA, Y et al.Annales de l'Institut technique du bâtiment et des travaux publics. 1984, Num 427, pp 82-111, issn 0020-2568Article