2. Li Shuang, Zhao Ying, Zhai Changhai and Xie Lili. Study on the influence of reinforced concrete frame structure joints on continuous collapse process. Engineering mechanics, 20 1 1 (employment, EI)
3. Li Shuang, Zhai Changhai and Xie Lili. Accuracy of finite beam element for predicting inelastic materials. Advanced materials research, 2011(243-249): (ei)
4. Li Shuang, Zhai Changhai, Liu Hongbo and Xie Lili. Nonlinear analysis method of beam directly based on element balance. Journal of computational mechanics, 20 1 1, 28 (5): 711-716 (ei).
5. Li Shuang, Zhai Changhai, Liu Hongbo and Xie Lili. Numerical stability analysis of Newmark integral method under negative stiffness, Journal of Harbin Institute of Technology, 20 1 1, 43 (8): 1-5 (EI).
6. Liu Yisheng, Xie Lili. Study on the role of infilled wall in the progressive collapse of reinforced concrete frames. The 5th Symposium on Cross-Strait Structure and Geotechnical Engineering, 20 1 1.07.
7. Liu Hongbo, Zhao Wenjun, Li Shuang, etc. Study on fracture behavior of web joints of wedge-shaped flange connection plates. Journal of Harbin Institute of Technology, 20 1 1,10 (2):1662-1666 (ei).
8. Xu,,, etc. Steel frame model for simulating connection fracture. Key engineering materials, 20 1 1, (452-453): 469-472 (EI)
9. Xu,,,, etc. Study on finite element fracture mechanics of web connection of wedge beam wing plate. Key engineering materials, 20 1 1, (452-453): 473-476 (EI) 1. Yang Yongqiang, Li Shuang, Xie Lili. Study on numerical simulation of falling collision of components. Vibration and shock, 20 10/0,29 (6): 54-58 (ei).
2. Zhai Changhai, Li Shuang, Sun Yang and Xie Lili. Influence of floor slab on mechanical properties of reinforced concrete frame structure. Disaster Science, 20 10/0,25 (s):105-110.
3. Li Shuang, Zhai Changhai and Xie Lili. Study on numerical analysis method of seismic damage response of steel frame structure. The first symposium on earthquake engineering for young scholars across the Taiwan Strait, 20 10. 10.
4. Zhai Changhai, Li Shuang, Yang Yongqiang and Xie Lili. Research progress of numerical analysis methods for collapse of truss structures. The first seminar on collapse resistance of building structures, 20 10.06.
2009
1. Li Shuang, Zhai Changhai, Xie Lili. Summary of finite element method based on flexibility for beam-column elements. Journal of Harbin Institute of Technology, 2009,16 (1): 81-86 (ei)
2. Li Shuang, Zhai Changhai and Xie Lili. Analysis method of beam response with distributed material characteristics. Engineering Mechanics, 2009,26 (6): 70-74 (EI)
3. Li Shuang, Xie Lili, Bao Yuequan. Response analysis method of variable cross-section beam directly based on element balance. Journal of Computational Mechanics, 2009,26 (2): 226-231(ei).
4. Zhai Changhai, Li Shuang, Xie Lili and Sun Yamin. Study on inelastic displacement ratio spectrum of reinforced concrete frame structure. Engineering Mechanics, 2009,26 (9): 80-86 (EI)
5. Zhai Changhai, Li Shuang, Xie Lili, Sun Yamin. Inelastic displacement ratio spectrum of seismic structures. Journal of Harbin Institute of Technology, April 20091(2):1-4 (ei).
6. Li Shuang, Zhai Changhai and Xie Lili. Response analysis of dynamic system to pulse train excitation. International Journal of Advanced Structural Engineering, 2009, 1( 1): 3- 15 (published in 14 CEE and later selected by this journal).
7. Li Shuang, Zhai Changhai, Liu Hongbo and Xie Lili. An effective method for vibration analysis of beams with arbitrary cross-section. Symposium on Computational Structural Engineering, Shanghai, China, 2009: 375-38 1 1. Zhai Changhai, Li Shuang, Xie Lili and Sun Yamin. Study on displacement ratio spectrum characteristics of near-fault pulse ground motion. Journal of Civil Engineering, April 20081(10):1-.
2. Li Shuang, Zhai Changhai and Xie Lili. Response analysis of dynamic system to pulse train excitation. Proceedings of the14th World Conference on Earthquake Engineering, Beijing, China, 2008,05-01-019.
3. Yang Yongqiang, Li Shuang and Xie Lili. Study on collision of beam structure based on hertz damping model. Proceedings of the 4th World Conference on Earthquake Engineering12008, Beijing, China, 05-03-0 166 1. Li Shuang, Xie Lili. 1999 The influence of roof and forward directionality on inelastic displacement response of structures in Chi Chi earthquake. Earthquake engineering and engineering vibration, June 2007 (1): 77-84 (sci, IF = 0.6 14)
2. Zhai Changhai, Li Shuang, Xie Lili and Sun Yamin. Study on inelastic displacement ratio spectrum of near-fault pulse ground motion. Earthquake engineering and engineering vibration, June, 2007 (4): 351-355 (sci, IF = 0.6 14)
3. Li Shuang, Xie Lili. Progress and trend of near-field problems in civil engineering. Journal of Seismology, 20, 2007 (1):105-114.
4. Li Shuang, Xie Lili, Hao Min. Study on correlation between ground motion parameters and overall structural failure. Journal of Harbin Institute of Technology, 2007,39 (4): 505-509 (EI)
5. Li Shuang, Xie Lili. Research status and development direction of near-field problems. Journal of Seismology, 29, 2007 (1):102-11. Li Shuang, Xie Lili. Near-field pulse ground motion.
2. Li Shuang, Xie Lili, Hao Min. Analysis of footwall effect on displacement response of engineering structure. Journal of Xi University of Architecture and Technology (Natural Science Edition), 2006,38 (6): 823-827 (EI)
3. Li Shuang, Xie Lili. Influence of impulse ground motion on structural design. Journal of Building Structure, 2006,27 (S): 583-586 (EI)
4. Zhai Changhai, Li Shuang, Xie Lili and Sun Yamin. Study on equal ductility displacement ratio spectrum of seismic structures. The 7th National Earthquake Engineering Conference, Guangzhou, 2006: 509-5 15.