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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. Guo, Shi-Li / Xiang, Yang / Dai, Liusi / Li, Guo-Qiang (2024): Quantification of floor seismic response: Formulated PFA for non-classically damped structure and empirical PFV for elasto-plastic structure. In: Soil Dynamics and Earthquake Engineering, v. 181 (June 2024).

    https://doi.org/10.1016/j.soildyn.2024.108638

  2. Zhong, Yun-Long / Li, Guo-Qiang / Xiang, Yang / Wang, Yan-Bo (2023): Seismic behavior of steel beam-column connection with assembled steel rod energy dissipaters. In: Journal of Building Engineering, v. 76 (October 2023).

    https://doi.org/10.1016/j.jobe.2023.107037

  3. Qiu, Jin / Jiang, Liming / Cai, Xuesong / Li, Guo-Qiang / Usmani, Asif (2023): Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire. In: Structures, v. 58 (December 2023).

    https://doi.org/10.1016/j.istruc.2023.105668

  4. Lou, Guo-biao / Hou, Jing / Qi, Hong-hui / Li, Fang-xin / Song, Zhan-hui / Li, Guo-Qiang (2023): Prestress loss of twisted wire strands and parallel wire strands at elevated temperatures. In: Engineering Structures, v. 291 (September 2023).

    https://doi.org/10.1016/j.engstruct.2023.116483

  5. Zhai, Si-Yuan / Lyu, Yi-Fan / Cao, Ke / Li, Guo-Qiang / Wang, Wei-Yong / Chen, Chen (2023): Seismic behavior of an innovative bolted connection with dual-slot hole for modular steel buildings. In: Engineering Structures, v. 279 (March 2023).

    https://doi.org/10.1016/j.engstruct.2023.115619

  6. Chen, Hong-Lei / Cao, Ke / Chen, Chen / Li, Guo-Qiang (2022): Research on the flexural behavior of a novel inter-module connection with a bolt and shear key fitting for modular steel buildings. In: Advances in Structural Engineering, v. 26, n. 4 (November 2022).

    https://doi.org/10.1177/13694332221133605

  7. Ji, Wei / Li, Guo-Qiang / Zhu, Shaojun (2022): Real-time prediction of key monitoring physical parameters for early warning of fire-induced building collapse. In: Computers & Structures, v. 272 (November 2022).

    https://doi.org/10.1016/j.compstruc.2022.106875

  8. Zhang, Jing-Zhou / Li, Guo-Qiang / Wang, Yuan-Zuo / Li, Hui (2022): Quantification of the critical displacement initiating collapse of steel moment frames due to an interior column loss. In: Journal of Building Engineering, v. 54 (August 2022).

    https://doi.org/10.1016/j.jobe.2022.104664

  9. Wang, Yan-Bo / Lyu, Yi-Fan / Wang, Yuan-Zuo / Li, Guo-Qiang / Liew, J. Y. Richard (2020): A reexamination of high strength steel yield criterion. In: Construction and Building Materials, v. 230 (January 2020).

    https://doi.org/10.1016/j.conbuildmat.2019.116945

  10. Li, Guo-Qiang / Wang, Peijun / Hou, Hetao (2009): Post-buckling behaviours of axially restrained steel columns in fire. In: Steel and Composite Structures, v. 9, n. 2 (March 2009).

    https://doi.org/10.12989/scs.2009.9.2.089

  11. Li, Guo-Qiang / Ding, Jun / Sakumoto, Y. (2005): A practical approach for fire safety design of fire-resistant steel members. In: Steel and Composite Structures, v. 5, n. 1 (February 2005).

    https://doi.org/10.12989/scs.2005.5.1.071

  12. Li, Yan-Wen / Li, Guo-Qiang / Jiang, Jian / Wang, Yan-Bo (2019): Seismic performance improvement of tension-only-braced frames with Energy-Dissipative Rocking Columns. In: Engineering Structures, v. 196 (October 2019).

    https://doi.org/10.1016/j.engstruct.2019.109286

  13. Wang, Jing-Feng / Li, Guo-Qiang (2008): A practical design method for semi-rigid composite frames under vertical loads. In: Journal of Constructional Steel Research, v. 64, n. 2 (February 2008).

    https://doi.org/10.1016/j.jcsr.2007.05.005

  14. Wang, Wei-Yong / Li, Guo-Qiang / Dong, Yu-Li (2008): A practical approach for fire resistance design of extended end-plate joints. In: Journal of Constructional Steel Research, v. 64, n. 12 (December 2008).

    https://doi.org/10.1016/j.jcsr.2008.01.008

  15. Fang, Ming-Ji / Wang, Jing-Feng / Li, Guo-Qiang (2013): Shaking table test of steel frame with ALC external wall panels. In: Journal of Constructional Steel Research, v. 80 (January 2013).

    https://doi.org/10.1016/j.jcsr.2012.07.009

  16. Li, Guo-Qiang / Zhang, Chao (2012): Simple approach for calculating maximum temperature of insulated steel members in natural-fires. In: Journal of Constructional Steel Research, v. 71 (April 2012).

    https://doi.org/10.1016/j.jcsr.2011.10.025

  17. Zhang, Chao / Li, Guo-Qiang / Wang, Yong-Chang (2012): Predictability of buckling temperature of axially loaded steel columns in fire. In: Journal of Constructional Steel Research, v. 75 (August 2012).

    https://doi.org/10.1016/j.jcsr.2012.03.001

  18. Wang, Yan-Bo / Li, Guo-Qiang / Chen, Su-Wen (2012): Residual stresses in welded flame-cut high strength steel H-sections. In: Journal of Constructional Steel Research, v. 79 (December 2012).

    https://doi.org/10.1016/j.jcsr.2012.07.014

  19. Jiang, Binhui / Li, Guo-Qiang / Usmani, Asif (2015): Progressive collapse mechanisms investigation of planar steel moment frames under localized fire. In: Journal of Constructional Steel Research, v. 115 (December 2015).

    https://doi.org/10.1016/j.jcsr.2015.08.015

  20. Li, Tian-Ji / Li, Guo-Qiang / Wang, Yan-Bo (2015): Residual stress tests of welded Q690 high-strength steel box- and H-sections. In: Journal of Constructional Steel Research, v. 115 (December 2015).

    https://doi.org/10.1016/j.jcsr.2015.08.040

  21. Wang, Yan-Bo / Li, Guo-Qiang / Cui, Wei / Chen, Su-Wen (2014): Seismic behavior of high strength steel welded beam-column members. In: Journal of Constructional Steel Research, v. 102 (November 2014).

    https://doi.org/10.1016/j.jcsr.2014.07.015

  22. Li, Guo-Qiang / Lyu, Huibao / Zhang, Chao (2017): Post-fire mechanical properties of high strength Q690 structural steel. In: Journal of Constructional Steel Research, v. 132 (May 2017).

    https://doi.org/10.1016/j.jcsr.2016.12.027

  23. Jiang, Jian / Wang, Chenghao / Lou, Guobiao / Li, Guo-Qiang (2018): Quantitative evaluation of progressive collapse process of steel portal frames in fire. In: Journal of Constructional Steel Research, v. 150 (November 2018).

    https://doi.org/10.1016/j.jcsr.2018.08.020

  24. Zhang, Chao / Li, Guo-Qiang / Wang, Yong-Chang (2014): Probabilistic analysis of steel columns protected by intumescent coatings subjected to natural fires. In: Structural Safety, v. 50 (September 2014).

    https://doi.org/10.1016/j.strusafe.2014.03.005

  25. Li, Jin-Jun / Li, Guo-Qiang (2004): Reliability-based integrated design of steel portal frames with tapered members. In: Structural Safety, v. 26, n. 2 (April 2004).

    https://doi.org/10.1016/j.strusafe.2003.02.001

  26. Jiang, Jian / Li, Guo-Qiang / Usmani, Asif (2014): Progressive Collapse Mechanisms of Steel Frames Exposed to Fire. In: Advances in Structural Engineering, v. 17, n. 3 (March 2014).

    https://doi.org/10.1260/1369-4332.17.3.381

  27. Jiang, Jian / Li, Guo-Qiang (2017): Progressive collapse analysis of 3D steel frames with concrete slabs exposed to localized fire. In: Engineering Structures, v. 149 (October 2017).

    https://doi.org/10.1016/j.engstruct.2016.07.041

  28. Li, Jin-Jun / Li, Guo-Qiang / Chan, Siu-Lai (2003): A second-order inelastic model for steel frames of tapered members with slender web. In: Engineering Structures, v. 25, n. 8 (July 2003).

    https://doi.org/10.1016/s0141-0296(03)00043-9

  29. Yan, Xiao-Lei / Li, Guo-Qiang / Wang, Yan-Bo (2018): Q460C welded box-section columns under eccentric compression. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 171, n. 8 (August 2018).

    https://doi.org/10.1680/jstbu.16.00134

  30. Li, Guo-Qiang / Pang, Mengde / Sun, Feifei / Jiang, Jian / Hu, Dazhu (2018): The Seismic behavior of coupled shear wall structures with various concrete and steel coupling beams. In: The Structural Design of Tall and Special Buildings, v. 27, n. 1 (January 2018).

    https://doi.org/10.1002/tal.1405

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