卢啸
近期热点
资料介绍
个人简历
教育背景2008/09 – 2013/07,清华大学,土木工程系,博士2004/09 – 2008/06,湖南大学,土木工程学院,学士工作经历2017/01-至今,北京交通大学,土木建筑工程学学院,副教授 2015/06 – 2016/12,北京交通大学,土木建筑工程学院,讲师 2013/07 – 2015/06,北京交通大学,土木建筑工程学院,博士后研究领域
建筑结构土木水利(专业学位)"科研项目基本科研业务费自由申报项目: 一种新型易修复填充墙的抗震性能研究近期论文
论文/期刊[英文期刊] [17] Lu X, Lv ZK, Lv QL. Self‐centering viscoelastic diagonal brace for the outrigger of supertall buildings: Development and experiment investigation. Struct Design Tall Spec Build. 2020, 29(1): e1684.[16] Hu RP, Xu YL, Lu X, Zhang CD, Zhang QL, Ding JM. Hu R, Xu Y, Lu X, et al. Integrated multi‐type sensor placement and response reconstruction method for high‐rise buildings under unknown seismic loading[J]. The Structural Design of Tall and Special Buildings, 2018, 27(6): e1453. [15] Zhang L, Lu XZ, Guan H, Xie LL, Lu X. Floor acceleration control of super‐tall buildings with vibration reduction substructures[J]. The Structural Design of Tall and Special Buildings, 2017, 26(16): e1343. [14] Tian Y, Lu X, Lu XZ, Li MK, Guan H. Quantifying the seismic resilience of two tall buildings designed using Chinese and US Codes. Earthquakes and Structures, 2016,11(6), 925-942.[13] Lu X, Lu XZ, Guan H, Xie LL. Application of earthquake-induced collapse analysis in design optimization of a super-tall building, The Structural Design of Tall and Special Buildings, 2016, 25(17): 926-946.[12] Lu XZ, Xie LL, Yu C, Lu X. Development and application of a simplified model for the design of a super-tall mega-braced frame-core tube building. Engineering Structures, 2016,110, 116-126. [11] Lu ZX, Li MK, Guan H, Lu X, Ye LP. A comparative case study on seismic design of tall RC frame‐core‐tube structures in China and USA. The Structural Design of Tall and Special Buildings, 2015,24 (9), 687-702. [10] Lu XZ, Xie LL, Guan H, Huang YL, Lu X. A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees. Finite Elements in Analysis and Design 2015,98, 14-25.[9] Xie LL, Lu XZ, Guan H, Lu X. Experimental study and numerical model calibration for earthquake-induced collapse of RC frames with emphasis on key columns, joints, and the overall structure. Journal of Earthquake Engineering, 2015,19 (8), 1320-1344.[8] Lu X, Lu XZ, Sezen H, Ye LP. Development of a simplified model and seismic energy dissipation in a super-tall building. Engineering Structures, 2014,67, 109-122. [7] Li MK, Lu X, Lu XZ, Ye LP. Influence of soil–structure interaction on seismic collapse resistance of super-tall buildings. Journal of Rock Mechanics and Geotechnical Engineering,2014,6 (5), 477-485.[6] Lu X, Ye LP, Lu XZ, Li MK, Ma XW. An improved ground motion intensity measure for super high-rise buildings. Science China Technological Sciences, 2013,56 (6), 1525-1533.[5] Lu XZ, Lu X, Guan H, Zhang WK, Ye LP. Earthquake-induced collapse simulation of a super-tall mega-braced frame-core tube building. Journal of Constructional Steel Research, 2013,82, 59-71. [4] Lu X, Lu XZ, Guan H, Ye LP. Collapse simulation of reinforced concrete high‐rise building induced by extreme earthquakes. Earthquake Engineering & Structural Dynamics, 2013,42 (5), 705-723. [3] Lu X, Lu XZ, Guan H, Ye LP. Comparison and selection of ground motion intensity measures for seismic design of super high-rise buildings. Advances in Structural Engineering, 2013,16 (7), 1249-1262. [2] Xu Z, Lu XZ, Guan H, Lu X, Ren AZ. Progressive-collapse simulation and critical region identification of a stone arch bridge. Journal of Performance of Constructed Facilities, 2012,27 (1), 43-52.[1] Lu X, Lu XZ, Zhang WK, Ye LP. Collapse simulation of a super high-rise building subjected to extremely strong earthquakes. Science China Technological Sciences,2011,54 (10), 2549-2560. [中文期刊] [19] 卢啸, 吕泉林. 自复位粘弹性腹杆的力学原理与滞回性能研究. 工程力学, 2019, 36(6): 138-146.[18]卢啸, 吕泉林, 徐龙河, 李易. 基于伸臂桁架多尺度模型的超高层建筑地震灾变评估. 天津大学学报(自然科学与工程技术版), 2018, 51(5): 539-546.[17]徐龙河, 于绍静, 卢啸. 基于损伤控制函数与失效概率的结构抗震性能多目标优化与评估. 工程力学2017, 34(10): 61-67. [16] 徐龙河,肖水晶,卢啸,李忠献. 钢筋混凝土剪力墙基于变形和滞回耗能非线性组合的损伤演化分析. 工程力学, 2017,34(8): 117-124.[15] 卢啸, 陆新征, 李梦珂, 顾栋炼, 解琳琳. 地震作用设计参数调整对框架结构抗震设计及安全性的影响. 工程力学, 2017, 34(4):22-31.[14] 卢啸,杨蔚彪,张万开,宫贞超,陆新征,常为华. 某超高层建筑不同抗侧力体系抗震性能对比研究. 建筑结构学报. 2016,37(4), 102-109.[13] 林楷奇, 解琳琳, 陆新征, 卢啸. 基于开源计算程序的特大跨斜拉桥地震灾变及倒塌分析. 工程力学, 2016,33 (1), 72-80.[12] 李梦珂, 卢啸, 陆新征, 叶列平. 中美高层钢筋混凝土框架-核心筒结构抗震设计对比. 工程力学, 2015, 52-61.[11] 卢啸, 陆新征, 叶列平, 李梦珂. 适用于超高层建筑的改进地震动强度指标.建筑结构学报. 2014,35 (2), 15-21. [10] 卢啸, 甄伟, 陆新征, 叶列平. 最小地震剪力系数对超高层建筑结构抗震性能的影响. 建筑结构学报, 2014,88-95[9] 陆新征, 卢啸, 李梦珂, 叶列平, 马晓伟. 上海中心大厦结构抗震分析简化模型及地震耗能分析. 建筑结构学报, 2013,34 (7), 1-10[8] 卢啸, 陆新征, 叶列平. 超高层建筑地震动强度指标探讨.土木工程学报, 2012,45, 292-296.[7] 何水涛, 陆新征, 卢啸, 曹海韵. 超高车辆撞击钢桥上部结构模型试验研究.振动与冲击, 2012,31 (5), 31-35.[6] 陆新征, 张万开, 卢啸, 柳国环. 超级巨柱的弹塑性受力特性及其简化模型. 沈阳建筑大学学报 (自然科学版), 2011,27, 409-417.[5] 陆新征, 卢啸, 张炎圣, 何水涛. 超高车辆撞击桥梁上部结构撞击力的工程计算方法. 中国公路学报, 2011,24 (2), 49-55[4] 何水涛, 陆新征, 卢啸, 曹海韵. 超高车辆撞击钢筋混凝土 T 梁桥主梁试验研究. 兰州交通大学学报, 2011,30 (6), 20-25[3] 卢啸, 陆新征, 叶列平, 何水涛. 钢筋混凝土拱桥构件重要性评价及超载导致倒塌破坏模拟.计算机辅助工程, 2010,19 (3), 26-30.[2] 卢啸, 陆新征, 张劲泉, 宋建永, 叶列平. 某石拱桥连续倒塌模拟及构件重要性评价. 兰州交通大学学报, 2010,29 (6): 25-30.[1] 陆新征, 张炎圣, 何水涛, 卢啸. 超高车辆撞击桥梁上部结构研究: 损坏机理与撞击荷载. 工程力学, 2009,26 (2), 115-124. 相关热点