![]() Evaluation of the load bearing capacity of thin-walled steel members for long span composite floorsRossi, Barbara ; Jaspart, Jean-Pierre ![]() in International Colloquium on Stability and Ductility of Steel Structures : SDSS2006, Lisbon 6-8 September 2006 (2006) Detailed reference viewed: 15 (5 ULg) Elements de construction mixteJaspart, Jean-Pierre ; Maquoi, René ; Demonceau, Jean-François ![]() Learning material (2006) Detailed reference viewed: 83 (8 ULg)![]() First practical implementation of the component method to joints in tubular construction; ; Jaspart, Jean-Pierre ![]() in Proceedings of the 11th International Symposium on Tubular Structures (2006) Detailed reference viewed: 36 (0 ULg)![]() Robust structures by joint ductility; Jaspart, Jean-Pierre ; et alin Proceedings of the IABSE Symposium on Responding to Tomorrows Challenges in Structural Engineering (2006) Detailed reference viewed: 26 (1 ULg)![]() European design recommendations for simple joints in steel structuresJaspart, Jean-Pierre ![]() in Proceedings of the International Conference on Stability and Ductility of Steel Structures (2006) Detailed reference viewed: 50 (1 ULg)![]() Experimental and numerical study of flange class 3 cross-section members; Jaspart, Jean-Pierre ![]() in Proceedings of the International Conference on Stability and Ductility of Steel Structures (2006) Detailed reference viewed: 18 (0 ULg) Applicability of composite structures to sway frames; ; et al Report (2006) Detailed reference viewed: 39 (13 ULg) Rules for Member Stability in EN 1993-1-1: Background documentation and design guidelines; ; Jaspart, Jean-Pierre et alBook published by ECCS European Convention for Constructional Steelwork (2006) This volume intends at helping in the understanding of the new design rules for member stability in Eurocode 3 Part 1.1 (EN 1993-1-1:2005). In particular, the new recommendations for lateral torsional ... [more ▼] This volume intends at helping in the understanding of the new design rules for member stability in Eurocode 3 Part 1.1 (EN 1993-1-1:2005). In particular, the new recommendations for lateral torsional buckling and beam-column stability in chapter 6.3.3 (4) of Eurocode 3 are concerned. It is divided into two independent parts A and B. Part A, devoted to the background of the proposed formulae, gives further information on the way the formulae have been built and validated. Moreover, the different basic concepts used in the formulae are detailed, for the two sets of formulae proposed in the code. It is to be noted that a great number of papers prepared within the development of the formulae are made available by means of a CD-Rom that is part of this publication. Part B is dedicated to practitioners; it contains fully detailed worked examples on isolated members, from basic situations to the most complex one. In addition, an example of design of a member extracted from a frame is also given. Furthermore an annex shows especially the determination of the elastic lateral torsional buckling moment for different loading and support conditions. [less ▲] Detailed reference viewed: 315 (2 ULg) Application of the component method to structural joints with dowel fasteners in timber constructionLy, Dong Phuong Lam ; ; et alin Aoki, Tetsuhiko; Itoh, yoshito (Eds.) Proceedings of the first international conference on advances in experimental structural engineering (2005, July) A general procedure for the evaluation of the mechanical properties of structural joints, named “component method” [01], is now available from intensive research works at the European level. This ... [more ▼] A general procedure for the evaluation of the mechanical properties of structural joints, named “component method” [01], is now available from intensive research works at the European level. This procedure allows the analytical prediction of the resistance, but also of the stiffness and the deformation capacity, of structural joints under external forces (axial or shear forces, bending moments, …). In the present paper, timber joints with dowel fasteners are considered. Two components may be identified: the “dowel fastener in bending and shear” and the “timber member in embedding”. [less ▲] Detailed reference viewed: 30 (1 ULg) Design of composite sway building frames for global instabilityDemonceau, Jean-François ; Jaspart, Jean-Pierre ; Maquoi, René ![]() in Journal of Engineering Mechanics (2005), 131(6), 641-653 Eurocode 4 is the European design code for composite construction; in its so-called ENV version, the scope is limited to "nonsway buildings" with efficient bracing systems. Therefore, it gives mainly ... [more ▼] Eurocode 4 is the European design code for composite construction; in its so-called ENV version, the scope is limited to "nonsway buildings" with efficient bracing systems. Therefore, it gives mainly rules to analyze and to check structural elements like beams, columns, slabs, and joints. However, in the last years, the construction of taller buildings and larger industrial halls without wind bracing systems is susceptible to make global instability a relevant failure mode, which is not covered by Eurocode 4. For 3 years, in the framework of a European research project funded by the European Community for Steel and Coal, in which the Univ. of Liege was deeply involved, intensive experimental, numerical, and theoretical investigations have been carried out. The latter aimed at improving the knowledge in the field of sway composite frames and at developing appropriate design rules. The rotational behavior of the beam-to-column composite joints is one of the key aspects of the problem to which special attention has been paid. This paper presents the numerical and analytical studies carried out at Liege Univ., as part of above European project, with the objective to investigate the behavior of sway composite structures under static loading. Particular phenomena put into sight through different analyses are illustrated herein. The actual response of the beam-to-column composite joints may be easily integrated into the described design and analysis procedures; this specific aspect is therefore not addressed in the paper. [less ▲] Detailed reference viewed: 79 (13 ULg) Improvement of Buildings'Structural Quality by New Technologies - Proceedings of the Final COST C12 Conference; ; et al Book published by A.A. Balkema Publishers (2005) Detailed reference viewed: 23 (5 ULg)![]() Intégrité structurale sous actions exceptionnellesDemonceau, Jean-François ; ; Jaspart, Jean-Pierre ![]() in Actes du Colloque International: L'acier dans la construction 2ème édition (2005) Detailed reference viewed: 26 (4 ULg)![]() Width-to-thickness ratios for classification of tubular sections; Jaspart, Jean-Pierre ![]() in Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (2005) Detailed reference viewed: 28 (1 ULg)![]() Development of a general method for the verification of composite beams against lateral torsional buckling in the erection phase; ; et al in Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (2005) Detailed reference viewed: 13 (1 ULg)![]() Resistance of joints submitted to combined axial force and bending; Jaspart, Jean-Pierre ![]() in Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (2005) Detailed reference viewed: 36 (5 ULg) Modélisation du comportement (clinchage des tôles minces); Habraken, Anne ; Jaspart, Jean-Pierre ![]() in Techniques de l'ingénieur (2005), 4(BM 7 820), 1-8 Detailed reference viewed: 59 (4 ULg) Momententragfähige Anschlüsse mit oder ohne SteifenJaspart, Jean-Pierre ; ; et alin Stahlbau-Kalender 2005 (2005) Detailed reference viewed: 74 (1 ULg) Improvement of Buildings' Structural Quality by New Technologies - Outcome of the Cooperative Activities within COST C12; ; et al Book published by A.A. Balkema Publishers (2005) Detailed reference viewed: 13 (2 ULg) Essais de matériau de boisLy, Dong Phuong Lam ; Verstraete, Max ; Jaspart, Jean-Pierre ![]() Report (2004) Tests caractéristiques du matériau bois dans le cadre de la recherche "Kser" avec la collaboration de CTIB (centre technique industriel du bois) Detailed reference viewed: 55 (10 ULg) Contribution to the design of sway composite framesMaquoi, René ; Jaspart, Jean-Pierre ; Demonceau, Jean-François ![]() in Leon, Roberto; Lange, Jörg (Eds.) Composite Construction in Steel and Concrete V (2004, July 18) This paper presents numerical and analytical studies carried out at Liège University, as part of a European research project, with the objective to investigate the in-plane behaviour of composite sway ... [more ▼] This paper presents numerical and analytical studies carried out at Liège University, as part of a European research project, with the objective to investigate the in-plane behaviour of composite sway frames under static loading. [less ▲] Detailed reference viewed: 60 (10 ULg) |
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