Lastdosierer―Anwendung bei Gerüsten: Grundlagen und Realisierungs möglichkeiten = Le limitateur de charge ― Utilisation dans les échafaudages: principes et possibilités de réalisation = Loadlimitors and their application in scaffoldingsSCHEER, J; MAIER, W; ROHDE, M et al.Bauingenieur. 1985, Vol 60, Num 9, pp 339-346, issn 0005-6650Article

Ultimate strength of inverted dome shell foundations with free edges = Résistance limite des fondations en dôme inversé à extrémités libresKURIAN, N. P; MISHRA, P. K.Bulletin of the International Association for Shell and Spatial Structures. 1985, Vol 26, Num 89, pp 29-37, issn 0304-3622Article

Bases de cálculo del Eurocódigo 7. Un cambio en la metodología para el proyecto de cimentaciones = Calculation criteria in Eurocode 7. A methodological change in foundation designRODRIGUEZ, Pilar Crespo; ALCAIDE, Alvaro Parrilla; GEPP, José Estaire et al.Hormigón y acero. 2014, Vol 65, Num 271, pp 31-46, issn 0439-5689, 16 p.Article

Ultimate strength of dome-cum-cone combined shell foundations = Résistance ultime de fondations en coque combinant des formes de dômes et de cônesKURIAN, N. P; SHARMA, A. K.Indian concrete journal. 1985, Vol 58, Num 9, pp 239-246, issn 0019-4565Article

The influence of structural imperfections on the resistance of plate girders to patch loadingCHACON, R; SERRAT, M; REAL, E et al.Thin-walled structures. 2012, Vol 53, pp 15-25, issn 0263-8231, 11 p.Article

Estimating bounds on fracture stresses determined from mirror size measurementsSALEM, Jonathan A; JENKINS, Michael G.Journal of the American Ceramic Society. 2002, Vol 85, Num 3, pp 706-708, issn 0002-7820Article

Erhöhung der Belastungsgrenzen von Gleitringdichtungen aus Siliciumcarbid = Higher failure limit of sliding ring seals made of silicon carbideKAILER, A; HOLLSTEIN, Th; ZIMMERMANN, M et al.VDI-Berichte. 2000, pp 377-391, issn 0083-5560, isbn 3-18-091579-XConference Paper

Limit states of cracking and ultimate strength of arbitrary concrete sections under biaxial loading = Etats limites de fissuration et résistance limite de poutres en béton quelconques sous chargement biaxialKAWAKAMI, M; TOKUDA, H; KAGAYA, M et al.Journal of the American Concrete Institute. 1985, Vol 82, Num 2, pp 203-212, issn 0002-8061Article

A COMPARATIVE ANALYSIS OF APPROACHES TO THE STRENGTH ASSESSMENT OF COMPOSITE LAMINATESKARPOV, Ya. S; STAVICHENKO, V. G.Strength of materials. 2008, Vol 40, Num 4, pp 419-424, issn 0039-2316, 6 p.Article

Polymer fibers drawn to the limitSLUTSKER, L. I; UTENSKII, L. E.Journal of polymer science. Polymer physics edition. 1984, Vol 22, Num 5, pp 805-826, issn 0098-1273Article

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

Théorie de l'état limite des corps fragiles avec des solutions discontinuesARTEM'EV, I. T; IVLEV, D. D.Izvestiâ Akademii nauk SSSR. Mehanika tverdogo tela. 1984, Num 1, pp 111-116, issn 0572-3299Article

Bemessung mechanischer Komponenten: ein zuverläs-sigkeitsorientiertes Verfahren = Design of mechanical components: A reliability-oriented procedureSCHUËLLER, G. I; GASSER, M; HARTL, J et al.Konstruktion (1981). 2002, Num 1-2, pp 77-82, issn 0720-5953Article

Lack of fit in high strength bolted connections = Mauvais ajustement dans les assemblages boulonnés à haute résistanceMANN, A. P; MORRIS, L. J.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 6, pp 1235-1252, issn 0733-9445Article

Flexural strength of steel fiber reinforced concrete beams = Résistance à la flexion de poutres en béton armé de fibres d'acierSRI RAVINDRARAJAH, R; TAM, C. T.International journal of cement composites and lightweight concrete. 1984, Vol 6, Num 4, pp 273-278, issn 0262-5075Article

Reinforced fibre concrete deep beams with web openings = Poutres élancées en béton armé de fibres avec des ouvertures dans l'âmeMANSUR, M. A; ALWIS, W. A. M.International journal of cement composites and lightweight concrete. 1984, Vol 6, Num 4, pp 263-271, issn 0262-5075Article

Shear tests of high- and low-strength concrete beams without stirrups = Essais de cisaillement de poutres en béton à haute ou faible résistance sans étrierMPHONDE, A. G; FRANTZ, G. C.Journal of the American Concrete Institute. 1984, Vol 81, Num 4, pp 350-357, issn 0002-8061Article

Ultimate limit state performance of oil tanker structures designed by IACS common structural rulesJEOM KEE PAIK.Thin-walled structures. 2007, Vol 45, Num 12, pp 1022-1034, issn 0263-8231, 13 p.Article

Influence of pad reinforcement on the limit and burst pressures of a cylinder-cylinder intersectionXUE, L; WIDERA, G. E. O; SANG, Z. F et al.Journal of pressure vessel technology. 2003, Vol 125, Num 2, pp 182-187, issn 0094-9930, 6 p.Article

Modificatif aux recommandations pour la conception des ouvrages permanents de couverture textileBIGER, J.-P.Annales du bâtiment et des travaux publics (Paris). 1998, Num 4, pp 15-16, issn 1270-9840Article

First crack strength and modulus of rupture of lightweight fiber reinforced ferrocement in flexureDASYI, P; EL-KHOLY, S. A.Journal of Ferrocement. 1992, Vol 22, Num 2, pp 151-161, issn 0125-1759Article

Détermination de la pression limite sur un tube de verre à partir de ses caractéristiques de fissurationVOLKOV, G. S; STEPKOV, V. M.Steklo i keramika. 1985, Num 4, pp 15-16, issn 0131-9582Article

The ultimate load behaviour of fibre reinforced concrete deep beams = Résistance ultime de poutres-paroi en béton armé de fibresSHANMUGAN, N. E; SWADDIWUDHIPONG, S.Indian concrete journal. 1984, Vol 58, Num 8, pp 207-218, issn 0019-4565Article

Design check of cyclically loaded weld seams: Service durability of TIG dressed and ground weld seams subjected to proportional loading spectraRUDOLPH, Jürgen; WEISS, Eckart.Materialprüfung. 2003, Vol 45, Num 11-12, pp 526-534, issn 0025-5300, 9 p.Article

Ultimate load behavior of trapezoïdal steel decks = Comportement sous charge ultime de tabliers d'acier de forme trapézoïdaleSHANMUGAM, N. E; LEE, S.-L.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 8, pp 1747-1756, issn 0733-9445Article