Communications publiées lors de congrès ou colloques nationaux et internationaux (99)
82.
Espion, B., Elinck, J.-P., Halleux, P., et al. (1999). In situ stress measurements with flat jacks in large masonry arch. In M. Forde (Ed.), Proceedings of the 8th International Conference Structural Faults & Repair Edinburgh: Engineering Technics Press.
83.
Espion, B., et al. (1997). Application de la précontrainte sans adhérence. In La précontrainte par post-tension dans le bâtiment Bruxelles: Groupement Belge du Béton.
84.
Espion, B., & Halleux, P. (1996). Test up to ultimate of continuous slabs post-tensioned with unbonded tendons. Proceedings of the FIP Symposium on Post-tensioned Concrete Structures. Vol. 2 (pp. 804-811) FIP Symposium on Post-tensioned Concrete Structures(25-27/9/1996: London).
85.
Espion, B., & Halleux, P. (1996). Some experimental results on long term stability of strain gauge load cells. Proceedings of the BSSM-IMEKO-AIAS International conference on Material Engineering. Vol. 2 (pp. 729-736) BSSM-IMEKO-AIAS International conference on Material Engineering(4-7/9/1996: Lecce, Italy).
86.
Espion, B., & Halleux, P. (1996). HSC slabs post-tensioned with unbonded tendons. In High Strength Concrete: An International Perspective (pp. 291-309). (ACI SP, 167). Detroit: American Concrete Institute.
87.
Espion, B., Devillers, J.-J., & Halleux, P. (1994). Contribution de fibres métalliques à la réduction des déformations d'éléments constructifs en béton armé. Les bétons renforcés de fibres métalliques (pp. 139-148) Colloque Francophone Les bétons renforcés de fibres métalliques(4-5/7/1994: IUT de Béthune, Béthune, France).
88.
Espion, B., & Halleux, P. (1994). Comportement ultime de dalles continues partiellement précontraintes par torons sans adhérence. Actes du 3ème Congrès National de Mécanique Théorique et Appliquée (pp. 216-219) Congrès National de Mécanique Théorique et Appliquée(3ème: 30-31/5/1994: Liège).
89.
Espion, B., & Lambrighs, S. (1994). Nonlinear behaviour of continuous slabs post-tensioned with unbonded tendons. In Computational Modelling of Concrete Structures: Vol. 1 (pp. 589-598) Swansea: Pineridge Press.
90.
Espion, B., Elinck, S., & Halleux, P. (1993). Wind induced stresses in the spire of the Brussels town hall. In Structural Preservation of the Architectural Heritage (pp. 449-456). (IABSE Report, 70). Zürich: IABSE.
91.
Espion, B. (1993). Benchmark examples for creep and shrinkage analysis programmes: (invited lecture). In Z. P. Bazant & I. Carol (Eds.), Creep and Shrinkage of Concrete: (Proceedings of the 5th RILEM International Symposium) (pp. 877-888) London: E & FN SPON.
92.
Espion, B., & Halleux, P. (1991). Long-term behavior of prestressed and partially prestressed beams: Experimental and numerical results. In Computer Analysis of the Effects of Creep, Shrinkage and Temperature Change and their Effects on Concrete Structures (pp. 19-38). (ACI SP, 129). Detroit: American Concrete Institute.
93.
Espion, B., & Halleux, P. (1990). Modèles de calcul pour l'évaluation de l'état limite de déformation. In 10ème Journée du Groupement Belge du Béton Bruxelles: Groupement Belge du Béton.