Articles dans des revues avec comité de lecture (71)
59.
Espion, B., & Halleux, P. (1997). HSC slabs post-tensioned with unbonded tendons. Publication SP, SP-167, 291-309.
60.
Espion, B. (1994). Discussion on "Flexural analysis of reinforced concrete beams containing steel fibers". Journal of structural engineering, 120(6), 1932-1934. doi:10.1061/(ASCE)0733-9445(1994)120:6(1932)
61.
Espion, B., Devillers, J.-J., & Halleux, P. (1993). De l'utilisation de fibres métalliques comme armature complémentaire de poutres en béton armé soumises à flexion. Materials and structures, 26(8), 479-485. doi:10.1007/BF02472807
62.
Espion, B., & Halleux, P. (1991). Long term behavior of prestressed and partially prestressed concrete beams: Experimental and numerical results. Publication SP, SP-129, 19-38.
63.
Espion, B. (1991). Discussion on "Predicting deflections of reinforced concrete beams analytically". Journal of structural engineering, 117(8), 2551-2553. doi:10.1061/(ASCE)0733-9445(1991)117:8(2551)
64.
Taerwe, L., & Espion, B. (1990). Betonelementen ontworpen volgens niet-lineaire methodes: Gedrag in gebruikstoestand. Cement, 42(12), 19-25.
65.
Espion, B., & Halleux, P. (1990). Long term deflections of reinforced concrete beams : reconsideration of their variability. ACI structural journal, 87(2), 232-236. doi:10.14359/2744
66.
Taerwe, L., & Espion, B. (1989). Serviceability and the nonlinear design of concrete structures. IABSE proceedings, 13, P-135-89, 61-76. doi:10.5169/seals-41970
67.
Espion, B. (1989). Discussion on "New method to predict the creep deflection of cracked flexural members". ACI materials journal, 86(1), 78-79.
68.
Espion, B., & Halleux, P. (1988). Moment curvature relationship of reinforced concrete sections under combined bending and normal force. Materials and structures, 21(5), 341-351. doi:10.1007/BF02472160
69.
Espion, B. (1987). Discussion on "A simplified non-linear analysis of concrete frames". Magazine of Concrete Research, 39(141), 231-233. doi:10.1680/macr.1987.39.141.231
70.
Espion, B. (1986). Nonlinear analysis of framed structures with a plasticity minded beam element. Computers & structures, 22(5), 831-839. doi:10.1016/0045-7949(86)90272-5