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Qi, Hong-hui / Li, Guo-Qiang / Lou, Guo-biao (2024): Behavior of concrete-filled steel tubular column at large axial deformation. Dans: Structures, v. 70 (décembre 2024).
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Xiang, Yang / Wang, Meng / Sun, Fei-Fei / Li, Guo-Qiang (2023): Aseismic high-rise structure with visco-elastically connected shear- and flexural-subsystems. Dans: Engineering Structures, v. 291 (septembre 2023).
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Zhang, Jing-Zhou / Yam, Michael C. H. / Li, Guo-Qiang / Wang, Yuan-Zuo (2022): Anti-collapse behavior of modular steel buildings with corrugated panels. Dans: Journal of Constructional Steel Research, v. 193 (juin 2022).
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Cai, Wen-Yu / Jiang, Jian / Wang, Yan-Bo / Li, Guo-Qiang (2021): Analysis of fracture behavior of high-strength steels in tension after fire exposure. Dans: Engineering Structures, v. 231 (mars 2021).
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Lyu, Yi-Fan / Li, Guo-Qiang / Cao, Ke / Zhai, Si-Yuan / Li, Heng / Chen, Chen / Wang, Yuan-Zuo (2021): Behavior of splice connection during transfer of vertical load in full-scale corner-supported modular building. Dans: Engineering Structures, v. 230 (mars 2021).
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Lyu, Yi-Fan / Li, Guo-Qiang / Wang, Yan-Bo (2020): Behavior-Based Resistance Model for Bearing-Type Connection in High-Strength Steels. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 7 (juillet 2020).
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Lyu, Yi-Fan / Li, Guo-Qiang / Wang, Yan-Bo / Li, Heng / Wang, Yuan-Zuo (2020): Bearing behavior of multi-bolt high strength steel connections. Dans: Engineering Structures, v. 212 (juin 2020).
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Guo, Shi-Xiong / Li, Guo-Qiang (2008): Analysis of restrained steel beams subjected to heating and cooling Part II: Validation and parametric studies. Dans: Steel and Composite Structures, v. 8, n. 1 (février 2008).
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Li, Guo-Qiang / Mativo, John (2000): Approximate estimation of the maximum load of semi-rigid steel frames. Dans: Journal of Constructional Steel Research, v. 54, n. 2 (mai 2000).
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Wang, Wei-Yong / Li, Guo-Qiang (2009): Behavior of steel columns in a fire with partial damage to fire protection. Dans: Journal of Constructional Steel Research, v. 65, n. 6 (juin 2009).
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Wang, Yan-Bo / Li, Guo-Qiang / Chen, Su-Wen (2012): The assessment of residual stresses in welded high strength steel box sections. Dans: Journal of Constructional Steel Research, v. 76 (septembre 2012).
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Li, Tian-Ji / Li, Guo-Qiang / Chan, Siu-Lai / Wang, Yan-Bo (2016): Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation. Dans: Journal of Constructional Steel Research, v. 123 (août 2016).
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Li, Tian-Ji / Liu, Si-Wei / Li, Guo-Qiang / Chan, Siu-Lai / Wang, Yan-Bo (2016): Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations. Dans: Journal of Constructional Steel Research, v. 122 (juillet 2016).
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Wang, Yan-Bo / Lyu, Yi-Fan / Li, Guo-Qiang / Liew, J. Y. Richard (2017): Behavior of single bolt bearing on high strength steel plate. Dans: Journal of Constructional Steel Research, v. 137 (octobre 2017).
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Zhang, Chao / Gross, John L. / McAllister, Therese P. / Li, Guo-Qiang (2015): Behavior of Unrestrained and Restrained Bare Steel Columns Subjected to Localized Fire. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 10 (octobre 2015).
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Jiang, Jian / Li, Guo-Qiang / Usmani, Asif (2015): Analysis of Composite Steel-concrete Beams Exposed to Fire using OpenSees. Dans: Journal of Structural Fire Engineering, v. 6, n. 1 (mars 2015).
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Li, Guo-Qiang / Zhang, Jing-Zhou / Jiang, Jian (2018): Analytical modeling on collapse resistance of steel beam-concrete slab composite substructures subjected to side column loss. Dans: Engineering Structures, v. 169 (août 2018).
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Ma, Tian-Yu / Li, Guo-Qiang / Chung, Kwok-Fai (2017): 12.04: Experimental and numerical investigation on the Q690 high strength steel slender columns of welded H-sections under compression. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
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Li, Guo-Qiang / Huang, Lei / Zhang, Chao (2017): 10.32: Experimental study on high temperature elastic modulus of China made high strength structural steel. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
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Wang, Yan-Bo / Lyu, Yi-Fan / Li, Guo-Qiang (2017): 01.08: Bolted bearing connection with high strength steel and grade 12.9 bolt. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
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