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[201]孙治国, 李宏男, 司炳君, 陈灿, 王东升.考虑桥墩剪切破坏的不规则桥梁排架抗震分析模型[J],应用基础与工程科学学报,2016,24(2):322-332
[202]张鹏, 李宏男, 田利, 张卓群.弹簧摆的内共振原理及其对输电塔的减震作用[J],世界地震工程,2016,32(1):210-218
[203]陈宝魁, 王东升, 李宏男, 孙治国.海底地震动特性及相关谱研究[J],防灾减灾工程学报,2016,36(1):38-43
[204]成虎, 李宏男, 王东升.弯曲破坏型钢筋混凝土桥墩地震变形成分及影响因素[J],防灾减灾工程学报,2016,36(1):62-68
[205]张卓群, 李宏男, 李士锋, 任宗栋, 张鹏, 李宁.输电塔-线体系灾变分析与安全评估综述[J],土木工程学报,2016,49(12):75-88
[206]宋彪, 李宏男, 任亮, 范书立, Song, Biao(songbiao0707@126.com).某钢结构梁高温切割全过程的监测与分析[J],工程力学,2016,33(9):69-75
[207]李宏男, 宋建筑.应用精细积分法的结构MBC状态方程求解[J],振动工程学报,2015,28(6):896-901
[208]Fu, Xing, Li, Hong-Nan, Yang, Y. B., X (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116023, Peoples R China..Calculation of rain load based on single raindrop impinging experiment and applications[J],JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS,2015,147:85-94
[209]李宏男, 赵汝男.钢筋混凝土剪力墙考虑动力效应的恢复力模型[J],建筑结构学报,2015,36(11):109-116
[210]任宗栋, 李士锋, 李宏男, 张卓群.输电塔结构截面优化设计方法[A],2015,83-87

total902 21/91

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