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C. Q. Li

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Melchers, R. E. / Li, C. Q. (2009): Reinforcement corrosion initiation and activation times in concrete structures exposed to severe marine environments. In: Cement and Concrete Research, v. 39, n. 11 (November 2009).

    https://doi.org/10.1016/j.cemconres.2009.07.003

  2. Li, L. / Mahmoodian, M. / Li, C. Q. (2018): Effect of Corrosion on Mechanical Properties of Steel Bridge Elements. Presented at: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.

    https://doi.org/10.1201/9781315189390-243

  3. Baji, H. / Li, C. Q. (2018): Optimum Strengthening Strategy for Deteriorating Reinforced Concrete Bridges. Presented at: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.

    https://doi.org/10.1201/9781315189390-136

  4. 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. In: Journal of Construction Engineering and Management, v. 148, n. 4 (April 2022).

    https://doi.org/10.1061/(asce)co.1943-7862.0002252

  5. Li, C. Q. (1998): Risk assessment of transmission line structures under severe thunderstorms. In: Structural Engineering and Mechanics, v. 6, n. 7 (October 1998).

    https://doi.org/10.12989/sem.1998.6.7.773

  6. Li, C. Q. (2000): A method for reliability-based economic design of building structures. In: Building Research & Information, v. 28, n. 4 ( 2000).

    https://doi.org/10.1080/09613210050073715

  7. Li, C. Q. (1997): Deterioration of concrete building structures. In: Building Research & Information, v. 25, n. 4 ( 1997).

    https://doi.org/10.1080/096132197370318

  8. Li, C. Q. / Yang, S. T. (2011): Prediction of Concrete Crack Width under Combined Reinforcement Corrosion and Applied Load. In: Journal of Engineering Mechanics (ASCE), v. 137, n. 11 (November 2011).

    https://doi.org/10.1061/(asce)em.1943-7889.0000289

  9. Li, C. Q. / Melchers, R. E. (1993): Outcrossings from Convex Polyhedrons for Nonstationary Gaussian Processes. In: Journal of Engineering Mechanics (ASCE), v. 119, n. 11 (November 1993).

    https://doi.org/10.1061/(asce)0733-9399(1993)119:11(2354)

  10. Li, C. Q. / Zheng, J. J. / Lawanwisut, W. / Melchers, R. E. (2007): Concrete Delamination Caused by Steel Reinforcement Corrosion. In: Journal of Materials in Civil Engineering (ASCE), v. 19, n. 7 (July 2007).

    https://doi.org/10.1061/(asce)0899-1561(2007)19:7(591)

  11. Yang, S. T. / Li, K. F. / Li, C. Q. (2018): Numerical determination of concrete crack width for corrosion-affected concrete structures. In: Computers & Structures, v. 207 (September 2018).

    https://doi.org/10.1016/j.compstruc.2017.07.016

  12. Li, C. Q. (1995): A case study on the reliability analysis of deteriorating structures. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 110, n. 3 (August 1995).

    https://doi.org/10.1680/istbu.1995.27871

  13. Melchers, Robert E. / Li, C. Q. (1994): A benchmark study on importance sampling techniques in structural reliability. In: Structural Safety, v. 14, n. 4 (July 1994).

    https://doi.org/10.1016/0167-4730(94)90017-5

  14. Melchers, R. E. / Li, C. Q. / Lawanwisut, W. (2008): Probabilistic modeling of structural deterioration of reinforced concrete beams under saline environment corrosion. In: Structural Safety, v. 30, n. 5 (September 2008).

    https://doi.org/10.1016/j.strusafe.2007.02.002

  15. Li, C. Q. / Zheng, J. J. / Zhou, X. Z. / McCarthy, M. J. (2003): A numerical method for the prediction of elastic modulus of concrete. In: Magazine of Concrete Research, v. 55, n. 6 (December 2003).

    https://doi.org/10.1680/macr.2003.55.6.497

  16. Li, C. Q. / Zheng, J. J. (2005): Propagation of reinforcement corrosion in concrete and its effects on structural deterioration. In: Magazine of Concrete Research, v. 57, n. 5 (June 2005).

    https://doi.org/10.1680/macr.2005.57.5.261

  17. Li, C. Q. / Zheng, J. J. (2005): Propagation of reinforcement corrosion in concrete and its effects on structural deterioration. In: Magazine of Concrete Research, v. 57, n. 5 (June 2005).

    https://doi.org/10.1680/macr.57.5.261.64286

  18. Li, C. Q. / Melchers, R. E. (1995): Failure probability of reinforced concrete columns under stochastic loads. In: Engineering Structures, v. 17, n. 6 (July 1995).

    https://doi.org/10.1016/0141-0296(95)00044-8

  19. Li, C. Q. / Yang, S. T. / Saafi, M. (2014): Numerical Simulation of Behavior of Reinforced Concrete Structures considering Corrosion Effects on Bonding. In: Journal of Structural Engineering (ASCE), v. 140, n. 12 (December 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0001021

  20. Zheng, J. J. / Li, C. Q. / Jones, M. R. (2003): Aggregate distribution in concrete with wall effect. In: Magazine of Concrete Research, v. 55, n. 3 (June 2003).

    https://doi.org/10.1680/macr.2003.55.3.257

  21. 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. In: Magazine of Concrete Research, v. 61, n. 4 (May 2009).

    https://doi.org/10.1680/macr.2007.00093

  22. Melchers, R. E. / Li, C. Q. / Lawanwisut, W. (2006): Modelling deterioration of structural behaviour of reinforced concrete beams under saline environment corrosion. In: Magazine of Concrete Research, v. 58, n. 9 (November 2006).

    https://doi.org/10.1680/macr.2006.58.9.575

  23. Zheng, J. J. / Li, C. Q. / Zhou, X. Z. (2006): An analytical method for prediction of the elastic modulus of concrete. In: Magazine of Concrete Research, v. 58, n. 10 (December 2006).

    https://doi.org/10.1680/macr.2006.58.10.665

  24. Li, C. Q. / Melchers, R. E. (1992): Reliability Analysis of Creep and Shrinkage Effects. In: Journal of Structural Engineering (ASCE), v. 118, n. 9 (September 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:9(2323)

  25. Li, C. Q. (2003): Life-Cycle Modeling of Corrosion-Affected Concrete Structures: Propagation. In: Journal of Structural Engineering (ASCE), v. 129, n. 6 (June 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:6(753)

  26. Li, C. Q. / Lawanwisut, W. / Zheng, J. J. (2005): Time-Dependent Reliability Method to Assess the Serviceability of Corrosion-Affected Concrete Structures. In: Journal of Structural Engineering (ASCE), v. 131, n. 11 (November 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:11(1674)

  27. Zheng, J. J. / Li, C. Q. / Zhou, X. Z. (2005): Thickness of interfacial transition zone and cement content profiles around aggregates. In: Magazine of Concrete Research, v. 57, n. 7 (September 2005).

    https://doi.org/10.1680/macr.2005.57.7.397

  28. Li, C. Q. (1996): Computation Of Time - Dependent Structural System Reliability Without Using Global Limit State Functions. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 116, n. 2 (May 1996).

    https://doi.org/10.1680/istbu.1996.28280

  29. Zheng, J. J. / Li, C. Q. / Zhao, L. Y. (2003): Simulation of Two-Dimensional Aggregate Distribution with Wall Effect. In: Journal of Materials in Civil Engineering (ASCE), v. 15, n. 5 (October 2003).

    https://doi.org/10.1061/(asce)0899-1561(2003)15:5(506)

  30. Li, C. Q. (2003): Life Cycle Modeling of Corrosion Affected Concrete Structures—Initiation. In: Journal of Materials in Civil Engineering (ASCE), v. 15, n. 6 (December 2003).

    https://doi.org/10.1061/(asce)0899-1561(2003)15:6(594)

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