References of "Jaspart, Jean-Pierre"
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See detailFirst practical implementation of the component method to joints in tubular construction
Weynand, K.; Busse, E.; Jaspart, Jean-Pierre ULg

in Proceedings of the 11th International Symposium on Tubular Structures (2006)

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See detailRobust structures by joint ductility
Kuhlmann, U.; Jaspart, Jean-Pierre ULg; Vassart, O. et al

in Proceedings of the IABSE Symposium on Responding to Tomorrows Challenges in Structural Engineering (2006)

Detailed reference viewed: 27 (1 ULg)
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See detailEuropean design recommendations for simple joints in steel structures
Jaspart, Jean-Pierre ULg

in Proceedings of the International Conference on Stability and Ductility of Steel Structures (2006)

Detailed reference viewed: 51 (1 ULg)
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See detailExperimental and numerical study of flange class 3 cross-section members
Boissonnade, N.; Jaspart, Jean-Pierre ULg

in Proceedings of the International Conference on Stability and Ductility of Steel Structures (2006)

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See detailApplicability of composite structures to sway frames
Bitar, D.; Caramelli, S.; Salvatore, W. et al

Report (2006)

Detailed reference viewed: 42 (13 ULg)
See detailRules for Member Stability in EN 1993-1-1: Background documentation and design guidelines
Boissonnade, N.; Greiner, R.; Jaspart, Jean-Pierre ULg et al

Book 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 ▲]

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See detailApplication of the component method to structural joints with dowel fasteners in timber construction
Ly, Dong Phuong Lam ULg; François, N.; Mertens, A. et al

in 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 ▲]

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See detailDesign of composite sway building frames for global instability
Demonceau, Jean-François ULg; Jaspart, Jean-Pierre ULg; Maquoi, René ULg

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 ▲]

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See detailImprovement of Buildings'Structural Quality by New Technologies - Proceedings of the Final COST C12 Conference
Schaur, Christian; Mazzolani, Federico; Huber, Gerald et al

Book published by A.A. Balkema Publishers (2005)

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See detailIntégrité structurale sous actions exceptionnelles
Demonceau, Jean-François ULg; Luu, H.; Jaspart, Jean-Pierre ULg

in Actes du Colloque International: L'acier dans la construction 2ème édition (2005)

Detailed reference viewed: 28 (5 ULg)
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See detailWidth-to-thickness ratios for classification of tubular sections
Ling, X.; Jaspart, Jean-Pierre ULg

in Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (2005)

Detailed reference viewed: 33 (1 ULg)
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See detailDevelopment of a general method for the verification of composite beams against lateral torsional buckling in the erection phase
Boissonnade, N.; Cajot, L. G.; Haller, M. et al

in Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (2005)

Detailed reference viewed: 14 (1 ULg)
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See detailResistance of joints submitted to combined axial force and bending
Cerfontaine, F.; Jaspart, Jean-Pierre ULg

in Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (2005)

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See detailModélisation du comportement (clinchage des tôles minces)
Pietrapertosa, C.; Habraken, Anne ULg; Jaspart, Jean-Pierre ULg

in Techniques de l'ingénieur (2005), 4(BM 7 820), 1-8

Detailed reference viewed: 66 (4 ULg)
See detailMomententragfähige Anschlüsse mit oder ohne Steifen
Jaspart, Jean-Pierre ULg; Ungermann, D.; Weynand, K. et al

in Stahlbau-Kalender 2005 (2005)

Detailed reference viewed: 106 (1 ULg)
See detailImprovement of Buildings' Structural Quality by New Technologies - Outcome of the Cooperative Activities within COST C12
Schaur, C.; Mazzollani, F.; Huber, G. et al

Book published by A.A. Balkema Publishers (2005)

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See detailEssais de matériau de bois
Ly, Dong Phuong Lam ULg; Verstraete, Max ULg; Jaspart, Jean-Pierre ULg

Report (2004)

Tests caractéristiques du matériau bois dans le cadre de la recherche "Kser" avec la collaboration de CTIB (centre technique industriel du bois)

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See detailContribution to the design of sway composite frames
Maquoi, René ULg; Jaspart, Jean-Pierre ULg; Demonceau, Jean-François ULg

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 ▲]

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See detailExperimental and analytical investigations on single-sided composite joint configuration
Demonceau, Jean-François ULg; Jaspart, Jean-Pierre ULg

in Walraven, Joost; Blaauwendraad, Johan; Scarpas, Tom (Eds.) et al 5th International PhD Symposium in Civil Engineering (2004, June 16)

For three years, in the framework of a European research project funded by the European Community for Steel and Coal (ECSC) in which the Liège University was deeply involved, intensive experimental ... [more ▼]

For three years, in the framework of a European research project funded by the European Community for Steel and Coal (ECSC) in which the Liège University was deeply involved, intensive experimental, numerical and theoretical investigations have been carried out on the behaviour of composite sway buildings under static and seismic loading. This paper presents experimental and analytical studies carried out at Liège University, as part of the above European project, with the objective to investigate the behaviour of a single-sided composite joint configuration under static loading. A particular failure mode occurred during the experimental tests, which had not yet been detected previously; it is described in details. Then, an analytical formula covering this particular phenomenon and based on a theoretical model is presented; it is validated through comparisons with experimental results. [less ▲]

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See detailNumerical and analytical investigations on composite sway frames
Demonceau, Jean-François ULg; Jaspart, Jean-Pierre ULg

in Modern Building Materials, Structures and Techniques (2004, May 19)

A modern design code for composite construction such as Eurocode 4 limits its scope to “non-sway buildings” with efficient bracing systems. Therefore, it gives mainly rules to analyse and to check ... [more ▼]

A modern design code for composite construction such as Eurocode 4 limits its scope to “non-sway buildings” with efficient bracing systems. Therefore, it gives mainly rules to analyse 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, what is not yet covered by Eurocode 4. For three years, in the framework of a European research project funded by the European Community for Steel and Coal (ECSC), in which Liège University 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 behaviour of the beam-to-column composite joints is one of the key aspects of the problem to which a special attention has been paid. This paper presents numerical and analytical studies carried out at Liège University, as part of the above European project, with the objective to investigate the behaviour of 2D composite sway frames under static loading. Particular phenomena put into sight through different analyses are illustrated herein. [less ▲]

Detailed reference viewed: 54 (11 ULg)