主要科研论文
A．国际期刊:
[1]Yu M, Zha XX, Ye JQ,Li Y. Fire responses and resistance of concrete-filled steel tubular frame structures. International Journal of Structural Stability and Dynamics. 2010, 10(2): 253-271. (硕士论文工作)
[2]Li Y, Lu XZ, Guan H, Ye LP. An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures, Engineering Structures, 2011, 33(10): 2931-2942.(博士论文工作)
[3]Li Y, Lu XZ, Guan H, Ye LP. An energy-based assessment on dynamic amplification factor for linear static analysis in progressive collapse design of ductile RC frame structures. Advances in Structural Engineering, 2014, 17(8): 1217-1225. (博士论文工作)
[4]Li Y, Lu XZ, Guan H, Ye LP. Progressive collapse resistance demand of RC frames under catenary mechanism. ACI Structural Journal, 2014, 111(5): 1225-1234. (博士论文工作)
[5]Ren PQ,Li Y, Guan H, Lu XZ. Progressive collapse resistance of two typical high-rise RC frame shear wall structures. Journal of Performance of Constructed Facilities-ASCE, 2015. 29(3), 04014087.
[6]Li Y,Lu XZ, Guan H, Ying MJ, Yan WM. A case study on a fire-induced collapse accident of a reinforced concrete frame-supported masonry structure. Fire Technology, 2016, 52(3): 707-729.
[7]Lu XZ,Li Y, Guan H, Ying MJ. Progressive collapse analysis of a typical super-tall RC frame-core tube building exposed to extreme fires. Fire Technology, 2017, 53(1): 107-133.
[8]Ren PQ,Li Y, Lu XZ, Guan H, Zhou YL. Experimental Investigation of progressive collapse resistance of one-way reinforced concrete beam-slab substructures under a middle-column-removal scenario. Engineering Structures, 2016. 118: 28-40.
[9]Lin KQ,Li Y, Lu XZ, Guan H, Ren PQ. Effects of seismic and progressive collapse designs on the vulnerability of RC frame structures. Journal of Performance of Constructed Facilities-ASCE.2017, 31(1), 04016079
[10]Li Y, Lu XZ, Guan H, Ren PQ. Probability-based progressive collapse-resistant assessment for building structures. Advances in Structural Engineering. 2016. 19(11): 1723-1735.
[11]Lu XZ, Lin KQ,Li Y＊, Guan H, Ren PQ, Zhou YL. Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario. Engineering Structures, 2017. 149: 91-103.
[12]Diao MZ,Li Y＊, Guan H, Lu XZ, Xue HZ, Hao ZD. Post-punching mechanisms of slab-column joints under upward and downward punching actions. Magazine of Concrete Research, 2021, 73(6): 302-314.
[13]Diao MZ,Li Y＊, Guan H, Lu XZ, Gilbert BP. Influence of horizontal restraints on the behaviour of vertical disproportionate collapse of RC moment frames. Engineering Failure Analysis, 2020, 109: 104324
[14]Qian LP,Li Y＊, Diao MZ, Guan H, Lu XZ. Experimental and computational assessments of progressive collapse resistance of reinforced concrete planar frames subjected to a penultimate column removal scenario. Journal of Performance of Constructed Facilities-ASCE, 2020, 34(3): 04020019
[15]Yang YZ,Li Y＊, Guan H, Diao MZ, Lu XZ. Enhancing post-punching performance of flat plate-column joints by different reinforcement configurations. Journal of Building Engineering, 2021, 43: 102855.
[16]Guo XK, Yang Z,Li Y＊, Guan H, Lu XZ, Diao MZ. Progressive collapse of flat plate substructures initiated by upward and downward punching shear failures of interior slab-column joints. Journal of Structural Engineering-ASCE, 2022, 148(2): 04021262.
[17]Diao MZ,Li Y＊, Guan H, Yang Z, Gilbert BP, Wang JK. Pre- and post-punching performances of eccentrically loaded slab-column joints with in-plane restraints. Engineering Structures, 2021, 248: 113249.
[18]Zhang HY, Cheng XW,Li Y＊, Du XL. Prediction of failure modes, strength, and deformation capacity of RC shear walls through machine learning. Journal of Building Engineering, 2022, 50: 104145.
[19]Liu YL, Zhao ZD, Cheng XW,Li Y＊, Sun HL. Experimental and numerical investigation of the progressive collapse of precast reinforced concrete frame substructures with wet connections. Engineering Structures, 2022, 256: 114010.
[20]Zhao ZD, Liu YL,Li Y＊, Guan H, Yang Z, Ren PQ, Xiao YZ. Experimental and numerical investigation of dynamic progressive collapse of reinforced concrete beam-column assemblies under a middle-column removal scenario. Structures, 2022, 38: 979-992.
B．国内期刊
[1]李易,叶列平,陆新征.基于能量方法的RC框架结构连续倒塌抗力需求分析I：梁机制,建筑结构学报, 2011, 32(11): 1-8.
[2]李易,陆新征,叶列平.基于能量方法的RC框架结构连续倒塌抗力需求分析II：悬链线机制,建筑结构学报, 2011, 32(11): 9-16.
[3]李易,陆新征,叶列平,任爱珠.混混凝土框架结构火灾连续倒塌数值分析模型.工程力学, 2012, 29(4): 96-103.
[4]王浩,李易＊,陆新征,叶列平,闫维明.基于倒塌率和承载力储备指标的结构抗连续倒塌能力评价方法,建筑结构学报, 2014, 35(10): 65-72
[5]程小卫,李易＊，陆新征，闫维明.撞击荷载下钢筋混凝土柱动力响应的数值研究.工程力学, 2015, 32(2): 53-63.
[6]程小卫,李易＊，陆新征，闫维明.基于多尺度模型的RC框架撞击倒塌响应数值分析.振动与冲击, 2016, 35(5): 82-88.
[7]周育泷,李易＊,陆新征,初明进.钢筋混凝土框架抗连续倒塌的压拱机制分析模型.工程力学, 2016, 33(4): 34-42.
[8]王浩,李易＊,陆新征,闫维明,管玉皓.单层钢筋混凝土框架水平向连续倒塌试验研究.建筑结构学报, 2016, 37(10): 65-72.
[9]程小卫,李易＊，陆新征，纪晓东.斜向撞击方柱下的车辆简化数值模型研究.工程力学, 2018, 35(4): 176-185.
[10]黄文君,李易＊,陆新征,孙海林,闫维明.混凝土板柱子结构抗连续倒塌试验研究.建筑结构学报, 2018, 39(8): 55-61.
[11]安毅,李易＊,陆新征,任沛琪.干式连接装配式混凝土框架抗连续倒塌静力试验研究.建筑结构学报, 2020, 41(7): 102-109.
[12]袁鑫杰,李易＊,陆新征,任沛琪,安毅.湿式连接装配式混凝土框架抗连续倒塌静力试验研究.土木工程学报, 2019, 52(12):46-56.
[13]杨友喆,李易＊,周大兴,陆新征,孙海林.板柱节点冲剪破坏后的精细有限元分析.工程力学, 2020, 37(6): 206-215.
[14]刘祎霖,李易＊,赵子栋,程小卫,陆新征.装配整体式混凝土框架抗连续倒塌试验研究.建筑结构学报, 2021 (已录用)
[15]张雨笛,程小卫,李易＊,孙海林. FRP布加固混凝土框架子结构抗连续倒塌的精细有限元分析.工程力学, 2021 (已录用)
