吕杨
近期热点
资料介绍
个人简历
2017.01-现今: 天津城建大学土木工程学院,副教授;2013.9-2016.12: 天津城建大学土木工程学院, 讲师;2012.7-2013.8: 中国建筑设计研究院, 工程师;2007.9-2012.6: 天津大学结构工程专业, 博士;2003.9-2007.7: 天津大学土木工程专业, 学士.研究领域
[1] 工程结构抗震[2] 结构减隔震控制[3] 复杂结构分析计算近期论文
[1] 吕杨, 徐龙河, 李忠献, 丁阳. 基于纤维模型的钢筋混凝土结构动力弹塑性分析[J]. 震灾防御技术, 2010, 5(2): 257-262.(CSCD中文核心期刊)[2] 吕杨, 徐龙河, 李忠献, 丁阳. 钢筋混凝土柱基于能量阈值的损伤准则[J]. 工程力学, 2011, 28(5): 84-89.(EI: 20112314043500)[3] 吕杨, 徐龙河, 李忠献, 丁阳. 应用纤维单元模型的钢筋混凝土框架结构损伤与失效分析[J]. 天津大学学报, 2011, 44(10): 925-929.(EI: 20114614515037)[4] 李忠献, 吕杨, 徐龙河, 丁阳. 高层钢框架结构地震失效模式优化及损伤控制研究进展[J]. 建筑结构学报, 2011, 32(12): 62-70.(EI: 20115214639252)[5] 吕杨, 徐龙河, 李忠献, 丁阳. 磁流变阻尼器优化设计及结构地震损伤控制[J]. 工程力学, 2012, 29(8): 94-100.(EI: 20123915472858)[6] 李忠献, 吕杨, 徐龙河, 丁阳. 钢—混凝土混合结构振动台试验弹塑性损伤分析[J]. 建筑结构学报, 2012, 33(10): 15-21.(EI: 20124715691669)[7] Zhong-xian Li, Yang Lv, Long-he Xu, Yang Ding, Qiu-hong Zhao. Experimental studies on nonlinear seismic control of a steel-concrete hybrid structure using MR dampers [J]. Engineering Structures, 2013, 49(4): 248-263.(SCI: 000317528800020)[8] Long-He Xu, Zhong-xian Li, Yang Lv. Numerical Study on Nonlinear Semiactive Control of Steel-Concrete Hybrid Structures Using MR Dampers[J]. Mathematical Problems in Engineering, 2013, 401-410. (SCI: 000321855700001)[9] 李忠献, 吕杨, 徐龙河, 丁阳. 应用MR阻尼器的混合结构非线性地震损伤控制[J]. 土木工程学报, 2013, 46(9): 38-45. (EI: 20133916789984)[10] 徐龙河, 单旭, 吕杨, 李忠献. 钢框架-剪力墙模型结构振动台试验与损伤分析[J]. 天津大学学报, 2013, 46(12): 1127-1132. (EI: 20140417230946)[11] Lei Bi, Yang Lv, Min Wu. Damage Criteria of Steel Frame Structures Based on Damage Constitutive Model for Steel [J]. Applied Mechanics and Materials, 2013, 256-259: 758-761. (EI: 20130515975290)[12] 吕杨, 徐龙河. 钢板剪力墙结构基于MR阻尼器的非线性损伤控制[J]. 土木工程学报, 2013, 46: 19-24. (EI: 20132816484484)[13] 徐龙河, 张建华, 吕杨. 转换层桁架非线性地震损伤分析[J]. 土木工程学报, 2013, 46(S2): 45-49. (EI: 20132816484488)[14] 李忠献, 吕杨, 徐龙河, 丁阳. 强震作用下钢—混凝土结构弹塑性损伤分析[J]. 天津大学学报, 2014,47(2):101-107. (EI: 20141117464528)[15] 李忠献, 王虹, 吕杨, 徐龙河. 钢筋混凝土框架结构地震失效模式优化[J]. 天津大学学报, 2014, 47(4): 364-370.(EI: 20142117742913)[16] Long-he Xu, Zhong-xian Li, Yang Lv. Nonlinear seismic damage control of steel frame-steel plate shear wall structures using MR dampers [J]. Earthquake and Structures, 2014, 7(6): 937-953. (SCI: 000350400600003)[17] Yang Lv, Zhong-xian Li, Long-he Xu, Yang Ding. Equivalent seismic performance optimization of steel structures based on nonlinear damage analysis [J]. Advances in Structural Engineering, 18(7): 941-958. (SCI: 000357083100001)[18] 吕杨, 王宁. 可伸缩大变形波纹接头力学特性数值分析[J]. 世界地震工程, 2015, 31(2): 248-253.(CSCD中文核心期刊)[19] Yang Lv, Zhong-xian Li. Influences of the gravity loads on the cyclic performance of unstiffened steel plate shear wall [J]. The Structural Design of Tall and Special Buildings, 2016, 25(17): 988-1008. (SCI: 000387778700007)[20] Xin-mei Xiang, Guo-xing Lu, Zhong-xian Li, Yang Lv. Large deformation of tubes under oblique lateral crushing [J]. International Journal of Impact Engineering, 2017, http://dx.doi.org/10.1016/j.ijimpeng.2017.01.020[21] Yang Lv. Effects of SSI on seismic responses of unequal height pier bridge [J]. Journal of Vibroengineering, 2017, 19(5): 3599-3609. (SCI: 000407687800033).[22] Yang Lv, Zhong-xian Li, Guoxing Lu. Shear capacity prediction of steel plate shear walls with pre-compression from columns [J]. The Structural Design of Tall and Special Buildings, 2017, 26(12): e1375. (SCI: 000405545900002)[23] Xinmei Xiang, Guoxing Lu, Zhong-xian Li, Yang Lv. Finite element analysis and experimental study on a bellows joint [J]. Engineering Structures, 2017, 151: 584-598.会议论文[1] Zhong-xian Li, Yang Lv, Long-he Xu, Yang Ding. Seismic damage control of a nonlinear benchmark building using MR dampers [C]. Proceedings of the 5th World Conference on Structural Control and Monitoring, Tokyo, Japan, July 19-21, 2010.[2] Long-he Xu, Yang Lv, Zhong-xian Li, Yang Ding. Seismic Failure Control of Buildings using MR Dampers. The 11th International Symposium on Structural Engineering, Guangzhou, China, December 18-20, 2010,Vol.II, 1815-1820.(ISTP:BVV39)[3] Zhong-xian Li, Yang Lv, Long-he Xu, Yang Ding. Failure mode optimization and damage control of high-rise building structures under seismic excitation [C]. Proceedings of the Australasian Structural Engineering Conference, Perth, Western Australia, July 11-13, 2012.[4] Long-he Xu, Yang Lv, Zhong-xian Li, Yang Ding. Damage analysis for shaking table test of steel-concrete hybrid structure [C]. Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September 24-28, 2012.[5] Yu-hang Shao, Yang Lv, Yun-huo Zhang. A conceptual study of civil defence subway station by NATM [C]. Proceedings of the 13th World Conference of ACUUS, Marina Bay Sands, Singapore, November 7-9, 2012.[6] Long-he Xu, Yang Lv, Zhong-xian Li, Yang Ding. Seismic Damage Control of Hybrid Structures using MR Dampers. The 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, 2012,Vol.I, 342-347. (ISTP)[7] Yang Lv, Zhong-xian Li, Zhe Liu. Seismic analysis of unequal height pier bridge considering soil-pile interaction [C]. Proceedings of the 16th World Conference on Earthquake, Santiago, Chile, January 9-13, 2017, Paper No. 3884.[8] Yang Lv, Long-he Xu, Zhong-xian Li. Equivalent Seismic Performance Optimization of Steel Structures Based on Nonlinear Damage Analysis [C]. Proceedings of the 14th International Symposium on Structural Engineering (ISSE-14), Beijing, China, October 12-15, 2016.[9] Ning Wang, Guoxing Lu, Yang Lv. Axial cyclic behavior of a bellow joint for pipeline [C]. Pro Proceedings of the ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering, Busan, Korea, June 19-24, 2016.[10] Yang Lv. Influences of gravity loads on the cyclic performance of unstiffened steel plate shear wall [C]. Proceedings of the 2nd Huixian International Forum on Earthquake Engineering for Young Researchers, August 19-21, 2016, Beijing, China. 相关热点
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