À propos de cet article

Citez

[1] RAMEZANIANPOUR, A. A. - SHAHHOSSEINI, V. - MOODI, F.: A fuzzy expert system for diagnosis assessment of reinforced concrete bridge decks. Comput. Concr., Vol. 6, No. 4, 2009, pp. 281–303.10.12989/cac.2009.6.4.281Search in Google Scholar

[2] ZHANG, H.: Durability reliability analysis for corroding concrete structures under uncertainty. Mech. Syst. Signal Process, 2018.10.1016/j.ymssp.2017.08.027Search in Google Scholar

[3] HAJIBABAEE, A. - KHANZADEH MORADLLO, M. - BEHRAVAN, A. - LEY, M. T.: Quantitative measurements of curing methods for concrete bridge decks. Constr. Build. Mater., 2018.10.1016/j.conbuildmat.2017.12.020Search in Google Scholar

[4] GHODOOSI, F. - ABU-SAMRA, S. - ZEYNALIAN, M. - ZAYED, T.: Maintenance Cost Optimization for Bridge Structures Using System Reliability Analysis and Genetic Algorithms. J. Constr. Eng. Manag., 2018.10.1061/(ASCE)CO.1943-7862.0001435Search in Google Scholar

[5] XIE, H.B. - WU, W. J. - WANG, Y. F.: Life-time reliability based optimization of bridge maintenance strategy considering LCA and LCC, J. Clean. Prod., 2018.10.1016/j.jclepro.2017.12.123Search in Google Scholar

[6] FRANGOPOL LIN, K. - ESTES: Life-Cycle Cost Design of Deteriorating Structures. J. Struct. Eng., 1997.10.1061/(ASCE)0733-9445(1997)123:10(1390)Search in Google Scholar

[7] LIU, M. - FRANGOPOL, D. M.: Optimizing Bridge Network Maintenance Management under Uncertainty with Conflicting Criteria: Life-Cycle Maintenance, Failure, and User Costs. J. Struct. Eng., 2006.10.1061/(ASCE)0733-9445(2006)132:11(1835)Search in Google Scholar

[8] ENRIGHT, M. P. - FRANGOPOL, D. M.: Service-Life Prediction of Deteriorating Concrete Bridges. J. Struct. Eng., 1998.10.1061/(ASCE)0733-9445(1998)124:3(309)Search in Google Scholar

[9] MACKIE, K. R. - STOJADINOVIC, B.: Fragility curves for reinforced concrete highway overpass bridges. In 13th World Conference on Earthquake Engineering, 2004.Search in Google Scholar

[10] RAFIQ, M. I. - CHRYSSANTHOPOULOS, M. K. - ONOUFRIOU, T.: Performance updating of concrete bridges using proactive health monitoring methods. Reliab. Eng. Syst. Saf., 2004.10.1061/40707(240)18Search in Google Scholar

[11] ALIPOUR, A. - SHAFEI, B. - SHINOZUKA, M.: Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas. J. Bridg. Eng., 2011.10.1061/(ASCE)BE.1943-5592.0000197Search in Google Scholar

[12] GILBERT, R.I.: The serviceability limit states in reinforced concrete design. In Procedia Engineering, 2011.10.1016/j.proeng.2011.07.048Search in Google Scholar

[13] SALEHIAN, H. - BARROS, J. A. O.: Assessment of the performance of steel fibre reinforced self-compacting concrete in elevated slabs. Cem. Concr. Compos., 2015.10.1016/j.cemconcomp.2014.09.016Search in Google Scholar

[14] CHEUNG, M.S. - KYLE, B.R.: Service life prediction of concrete structures by reliability analysis. Constr. Build. Mater., 1996.10.1016/0950-0618(95)00055-0Search in Google Scholar

[15] EUROCODE 2, Structural Use of Concrete. 2008.Search in Google Scholar

[16] CONCRETE, R. - STRUCTURES, F. - TALAAT, M. M.: Computational modeling of progressive collapse in reinforced concrete frame structures, 2008.Search in Google Scholar

[17] STRATFORD, T. - BURGOYNE, C. J.: Shear Analysis of Concrete with Brittle Reinforcement. J. Compos. Constr., 2003.10.1061/(ASCE)1090-0268(2003)7:4(323)Search in Google Scholar

[18] FATHIFAZL, G. - RAZAQPUR, A. G. - ISGOR, O. B. - ABBAS, A. - FOURNIER, B. - FOO, S.: Shear strength of reinforced recycled concrete beams with stirrups. Mag. Concr. Res., 2010.10.1680/macr.2010.62.10.685Search in Google Scholar

[19] C. CEB-FIP: Model Code 1990, Com. Euro-International Du Beton, Paris, 1991.Search in Google Scholar

[20] FIB MC-SLD:2006, International Federation for Structural Concrete, Model Code for Service Life Design, 2006.Search in Google Scholar

[21] EUROCODE 2, T. European Union, 2004.Search in Google Scholar

[22] ACI Committee 435, Control of deflection in concrete Structures, 2003.Search in Google Scholar

[23] VANLI, O.A.: A failure time prediction method for condition-based maintenance. Qual. Eng., 2014.10.1080/08982112.2013.830740Search in Google Scholar

[24] STEWART, M. G. - ROSOWSKY, D. V. Time-dependent reliability of deteriorating reinforced concrete bridge decks. Struct. Saf., 1998.10.1016/S0167-4730(97)00021-0Search in Google Scholar

[25] SCHLÄFLI, M. - BRÜHWILER, E.: Fatigue of existing reinforced concrete bridge deck slabs. Eng. Struct., 1998.10.1016/S0141-0296(97)00194-6Search in Google Scholar

[26] ORCESI, A. D. - FRANGOPOL, D. M. - KIM, S.: Optimization of bridge maintenance strategies based on multiple limit states and monitoring. Eng. Struct., 2010.10.1016/j.engstruct.2009.11.009Search in Google Scholar

[27] MARSH, P. S. - FRANGOPOL, D. M.: Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data. Reliab. Eng. Syst. Saf., 2008.10.1016/j.ress.2006.12.011Search in Google Scholar

eISSN:
2199-6512
ISSN:
1336-5835
Langue:
Anglais