[1]Jixiang Xu*, Fang Tian, Jianping Han.Effects of Structural Size on Postearthquake FireResistance of HSS-CHS-SHS T-Joints under Nonuniform Elevated Temperatures [J]. ASCE-Journal of Structural Engineering, 2024, 150(4): 04024021. [2]Jixiang Xu⁎, Yige Tong, Jianping Han, Zhaolong Han, Zhanjie Li.Fire resistance of thin-walled tubular T-joints with internal ring stiffeners under post-earthquake fire[J].Thin-Walled Structures,2019,145:106433. [3]Jixiang Xu*, Shuge Wu, Jianping Han, Jianjun Wang , Zhanjie Li. Post-earthquake fire resistance of stainless steel K-joints considering gradient temperature effect [J].Journal of Constructional Steel Research,2022, 192C :107219. [4]Jixiang Xu⁎, Xiaoshu Gan, Jianping Han, Daxin Chong, Zhaolong Han, Zhanjie Li. Study on seismic performance of welding beam reinforced with symmetrical flange plate to H-shaped column after fire[J].Journal of Constructional Steel Research, 2022, 189 :107106. [5] Jixiang Xu*, Wang Jiang, Jianping Han, Jianjun Wang. Fire resistance of reinforced SHS T-joints considering gradient temperature effect under post-earthquake fir[J].Journal of Constructional Steel Research, 2022,191 :107195. [6]Jixiang Xu*, Shuai Lin Wang, Hazem Samih Mohamed, Jianping Han, Zhaolong Han, Jiahuang Tu, Zhanjie Lie.Seismic performance of shear energy dissipation beams in D-shaped eccentrically braced steel frames [J].Journal of Constructional Steel Research, 2021, 180: 106584. [7]Jixiang Xu*, Jianjun Wang, Hazem Samih Mohamed , Jianping Han , Zhaolong Han, Jiahuang Tu, Zhanjie Li.Post-earthquake fire resistance of bolted end-plate connection joint with end-plate and web stiffeners [J].Journal of Constructional Steel Research , 2021,185 : 106835. [8]Jixiang Xu*, Longlong Yang, Jianping Hana, Zhaolong Han, Jiahuang Tu, Zhanjie Li.Fire resistance behavior of earthquake-damaged tubular T-joints at elevated temperatures [J].Journal of Constructional Steel Research, 2019, 159 : 176-188. [9]Jixiang Xu*, Xinda Chong, Jianping Han. Fire resistance and flexural load capacity of beam-column welded-bolted hybrid connection joints under post-earthquake fire[J], Structures, 2024, 62 : 106165. [10]Jixiang Xu*, Shengtao Sang, Jianping Han. Effects of structure size on post-earthquake fire resistance of CCBCC joints at non-uniform elevated temperatures[J], Structures, 2023, 58 : 105592. [11]Jixiang Xu*,Jianjun Wang, Jianping Han, Zhaolong Han, Jiahuang Tu, Zhanjie Li.Fire Resistance Numerical Simulation of Extended End-Plate Steel Connection Joints with Different Strengthening Strategies under Fire,KSCE Journal of Civil Engineering, 2021, 26(4):1-20. [12]Jixiang Xu*, Jincheng Zhao, Zhenseng Song, Minglu Liu.Prediction of ultimate bearing capacity of Tubular T-joint under fire using artificial neural networks [J].Safety Science, 2012, 50:1495-1501. [13]Jixiang Xu*, Jincheng Zhao, Wanzhen Wang, Minglu Liu.Prediction of temperature of tubular truss under fire using artificial neural networks [J].Fire Safety Journal, 2013, 56 : 74-80. [14]Jixiang Xu*, Jin cheng Zhao, Hai juan Duan. Risk-Identi-cation-Based Hybrid Method for Estimating the System Reliability of Existing Jacket Platforms Under Fire [J] J. Shanghai Jiaotong Univ. (Sci.), 2013, 18(1): 1-6. EI [15]许继祥*,王建军.高温下考虑地震损伤的加强式T/Y型圆钢管相贯节点的反 应过程及失效机理[J],建筑结构学报,2021,42(8):213-222. |