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Melchers, R. E. / Li, C. Q. (2009): Reinforcement corrosion initiation and activation times in concrete structures exposed to severe marine environments. Dans: Cement and Concrete Research, v. 39, n. 11 (novembre 2009).
https://doi.org/10.1016/j.cemconres.2009.07.003
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Li, L. / Mahmoodian, M. / Li, C. Q. (2018): Effect of Corrosion on Mechanical Properties of Steel Bridge Elements. Présenté pendant: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.
https://doi.org/10.1201/9781315189390-243
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Baji, H. / Li, C. Q. (2018): Optimum Strengthening Strategy for Deteriorating Reinforced Concrete Bridges. Présenté pendant: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.
https://doi.org/10.1201/9781315189390-136
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Hosseinian, S. Mahdi / Arjomand, A. / Li, C. Q. / Zhang, G. (2022): Developing a Model for Assessing Project Completion Time Reliability during Construction Using Time-Dependent Reliability Theory. Dans: Journal of Construction Engineering and Management, v. 148, n. 4 (avril 2022).
https://doi.org/10.1061/(asce)co.1943-7862.0002252
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Li, C. Q. (1998): Risk assessment of transmission line structures under severe thunderstorms. Dans: Structural Engineering and Mechanics, v. 6, n. 7 (octobre 1998).
https://doi.org/10.12989/sem.1998.6.7.773
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Li, C. Q. (2000): A method for reliability-based economic design of building structures. Dans: Building Research & Information, v. 28, n. 4 ( 2000).
https://doi.org/10.1080/09613210050073715
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Li, C. Q. (1997): Deterioration of concrete building structures. Dans: Building Research & Information, v. 25, n. 4 ( 1997).
https://doi.org/10.1080/096132197370318
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Li, C. Q. / Yang, S. T. (2011): Prediction of Concrete Crack Width under Combined Reinforcement Corrosion and Applied Load. Dans: Journal of Engineering Mechanics (ASCE), v. 137, n. 11 (novembre 2011).
https://doi.org/10.1061/(asce)em.1943-7889.0000289
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Li, C. Q. / Melchers, R. E. (1993): Outcrossings from Convex Polyhedrons for Nonstationary Gaussian Processes. Dans: Journal of Engineering Mechanics (ASCE), v. 119, n. 11 (novembre 1993).
https://doi.org/10.1061/(asce)0733-9399(1993)119:11(2354)
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Li, C. Q. / Zheng, J. J. / Lawanwisut, W. / Melchers, R. E. (2007): Concrete Delamination Caused by Steel Reinforcement Corrosion. Dans: Journal of Materials in Civil Engineering (ASCE), v. 19, n. 7 (juillet 2007).
https://doi.org/10.1061/(asce)0899-1561(2007)19:7(591)
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Yang, S. T. / Li, K. F. / Li, C. Q. (2018): Numerical determination of concrete crack width for corrosion-affected concrete structures. Dans: Computers & Structures, v. 207 (septembre 2018).
https://doi.org/10.1016/j.compstruc.2017.07.016
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Li, C. Q. (1995): A case study on the reliability analysis of deteriorating structures. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 110, n. 3 (août 1995).
https://doi.org/10.1680/istbu.1995.27871
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Melchers, Robert E. / Li, C. Q. (1994): A benchmark study on importance sampling techniques in structural reliability. Dans: Structural Safety, v. 14, n. 4 (juillet 1994).
https://doi.org/10.1016/0167-4730(94)90017-5
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Melchers, R. E. / Li, C. Q. / Lawanwisut, W. (2008): Probabilistic modeling of structural deterioration of reinforced concrete beams under saline environment corrosion. Dans: Structural Safety, v. 30, n. 5 (septembre 2008).
https://doi.org/10.1016/j.strusafe.2007.02.002
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Li, C. Q. / Zheng, J. J. / Zhou, X. Z. / McCarthy, M. J. (2003): A numerical method for the prediction of elastic modulus of concrete. Dans: Magazine of Concrete Research, v. 55, n. 6 (décembre 2003).
https://doi.org/10.1680/macr.2003.55.6.497
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Li, C. Q. / Zheng, J. J. (2005): Propagation of reinforcement corrosion in concrete and its effects on structural deterioration. Dans: Magazine of Concrete Research, v. 57, n. 5 (juin 2005).
https://doi.org/10.1680/macr.2005.57.5.261
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Li, C. Q. / Zheng, J. J. (2005): Propagation of reinforcement corrosion in concrete and its effects on structural deterioration. Dans: Magazine of Concrete Research, v. 57, n. 5 (juin 2005).
https://doi.org/10.1680/macr.57.5.261.64286
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Li, C. Q. / Melchers, R. E. (1995): Failure probability of reinforced concrete columns under stochastic loads. Dans: Engineering Structures, v. 17, n. 6 (juillet 1995).
https://doi.org/10.1016/0141-0296(95)00044-8
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Li, C. Q. / Yang, S. T. / Saafi, M. (2014): Numerical Simulation of Behavior of Reinforced Concrete Structures considering Corrosion Effects on Bonding. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 12 (décembre 2014).
https://doi.org/10.1061/(asce)st.1943-541x.0001021
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Zheng, J. J. / Li, C. Q. / Jones, M. R. (2003): Aggregate distribution in concrete with wall effect. Dans: Magazine of Concrete Research, v. 55, n. 3 (juin 2003).
https://doi.org/10.1680/macr.2003.55.3.257
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Melchers, R. E. / Li, C. Q. / Davison, M. A. (2009): Observations and analysis of a 63-year-old reinforced concrete promenade railing exposed to the North Sea. Dans: Magazine of Concrete Research, v. 61, n. 4 (mai 2009).
https://doi.org/10.1680/macr.2007.00093
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Melchers, R. E. / Li, C. Q. / Lawanwisut, W. (2006): Modelling deterioration of structural behaviour of reinforced concrete beams under saline environment corrosion. Dans: Magazine of Concrete Research, v. 58, n. 9 (novembre 2006).
https://doi.org/10.1680/macr.2006.58.9.575
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Zheng, J. J. / Li, C. Q. / Zhou, X. Z. (2006): An analytical method for prediction of the elastic modulus of concrete. Dans: Magazine of Concrete Research, v. 58, n. 10 (décembre 2006).
https://doi.org/10.1680/macr.2006.58.10.665
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Li, C. Q. / Melchers, R. E. (1992): Reliability Analysis of Creep and Shrinkage Effects. Dans: Journal of Structural Engineering (ASCE), v. 118, n. 9 (septembre 1992).
https://doi.org/10.1061/(asce)0733-9445(1992)118:9(2323)
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Li, C. Q. (2003): Life-Cycle Modeling of Corrosion-Affected Concrete Structures: Propagation. Dans: Journal of Structural Engineering (ASCE), v. 129, n. 6 (juin 2003).
https://doi.org/10.1061/(asce)0733-9445(2003)129:6(753)
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Li, C. Q. / Lawanwisut, W. / Zheng, J. J. (2005): Time-Dependent Reliability Method to Assess the Serviceability of Corrosion-Affected Concrete Structures. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 11 (novembre 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:11(1674)
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Zheng, J. J. / Li, C. Q. / Zhou, X. Z. (2005): Thickness of interfacial transition zone and cement content profiles around aggregates. Dans: Magazine of Concrete Research, v. 57, n. 7 (septembre 2005).
https://doi.org/10.1680/macr.2005.57.7.397
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Li, C. Q. (1996): Computation Of Time - Dependent Structural System Reliability Without Using Global Limit State Functions. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 116, n. 2 (mai 1996).
https://doi.org/10.1680/istbu.1996.28280
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Zheng, J. J. / Li, C. Q. / Zhao, L. Y. (2003): Simulation of Two-Dimensional Aggregate Distribution with Wall Effect. Dans: Journal of Materials in Civil Engineering (ASCE), v. 15, n. 5 (octobre 2003).
https://doi.org/10.1061/(asce)0899-1561(2003)15:5(506)
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Li, C. Q. (2003): Life Cycle Modeling of Corrosion Affected Concrete Structures—Initiation. Dans: Journal of Materials in Civil Engineering (ASCE), v. 15, n. 6 (décembre 2003).
https://doi.org/10.1061/(asce)0899-1561(2003)15:6(594)