近期论文
查看导师最新文章
（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）
[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.
京公网安备 11010802027423号