Design aids for the design of steel moment connectionsJaspart, Jean-Pierre ![]() in Proceedings of the 5th International Colloquium on Stability of Metal Structures (1996) Detailed reference viewed: 5 (0 ULg) Structural connections: experimentation as a design toolJaspart, Jean-Pierre ![]() in Proceedings of the International Seminar on Structural Assessment - The Role of large and full scale testing (1996) Detailed reference viewed: 11 (0 ULg) Modelling of semi-rigid connections: column basesJaspart, Jean-Pierre ; in Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (1996) Detailed reference viewed: 14 (0 ULg) Moment capacity of beam-to-column minor-axis joints; Jaspart, Jean-Pierre ; Maquoi, René ![]() in Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (1996) Detailed reference viewed: 134 (7 ULg) Finite element based models for the analysis of bolted beam-to-column steel connections; Jaspart, Jean-Pierre ![]() in Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (1996) Detailed reference viewed: 7 (0 ULg) Design handbook for frame design including joint behaviourJaspart, Jean-Pierre ; Maquoi, René ![]() in Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (1996) Detailed reference viewed: 22 (0 ULg) Application of the component method to column basesJaspart, Jean-Pierre ; in Proceedings of the International Conference on Advances in Steel Structures (1996) Detailed reference viewed: 21 (4 ULg) La construction métallique et mixte acier-béton. Tome I et IIJaspart, Jean-Pierre ; in La construction métallique et mixte acier-béton. Tome I et II (1996) Detailed reference viewed: 65 (1 ULg) Connections and frame design for economy; ; Jaspart, Jean-Pierre ![]() in Connections and frame design for economy (1996) Detailed reference viewed: 14 (0 ULg) Composite steel-concrete joints in braced frames for buildingsJaspart, Jean-Pierre ![]() in Composite steel-concrete joints in braced frames for buildings (1996) Detailed reference viewed: 31 (1 ULg) A refined finite element model for tee-stub and endplate steel connections; Jaspart, Jean-Pierre ![]() in Giornate Italiane della Costruzione in Acciaio (1995) Detailed reference viewed: 28 (0 ULg) The stiffness model of revised Annex J of Eurocode 3Jaspart, Jean-Pierre ; ; in Proceedings of the Third International Workshop on Connections in Steel Structures (1995) Detailed reference viewed: 198 (2 ULg) Semi-rigidité des assemblagesJaspart, Jean-Pierre ![]() in Actes de la Journée d'études sur les assemblages dans la construction métallique (1995) Detailed reference viewed: 20 (0 ULg) Distribution des efforts dans les assemblagesJaspart, Jean-Pierre ![]() in Actes de la Journée d'études sur les assemblages dans la construction métallique (1995) Detailed reference viewed: 11 (0 ULg) Stress interaction in column webs; Jaspart, Jean-Pierre ![]() in Proceedings of the Ninth International Conference on Metal Structures (1995) Detailed reference viewed: 2 (0 ULg) Steel moment connections according to Eurocode 3. Simple design aids for rigid and semi-rigid jointsJaspart, Jean-Pierre ![]() in Proceedings of the Third International Workshop on Connections in Steel Structures (1995) Detailed reference viewed: 128 (1 ULg) Sensitivity of steel building frames to joint properties.Jaspart, Jean-Pierre ; in Proceedings of the International Colloquium on Stability of Steel Structures (1995) Detailed reference viewed: 6 (0 ULg) Influence of structural frame bahaviour on joint design; Jaspart, Jean-Pierre ![]() in Proceedings of the Third International Workshop on Connections in Steel Structures (1995) Detailed reference viewed: 8 (0 ULg) Influence of the prying effects on the fatigue resistance of the bolts; Jaspart, Jean-Pierre ![]() in Proceedings of the VTT Symposium 155 on fatigue Design 1995, volume 2 (1995) Detailed reference viewed: 16 (0 ULg) Effect of bolt preloading on joint behaviourJaspart, Jean-Pierre ; Maquoi, René ![]() in Proceedings of the First European Conference on Steel Structures (1995) Detailed reference viewed: 52 (0 ULg) |
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