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Cuihua Li, Changhai Zhai*, Sashi Kunnath, Duofa Ji. Methodology for selection of the most damaging ground motions for nuclear power plant structures. Soil Dynamics and Earthquake Engineering, 2019, 116: 345-357. (SCI, EI, IF=2.077)
Weiping Wen, Maohua Zhang, Changhai Zhai*, Wen Liu. Resilience loss factor for evaluation and design considering the effects of aftershock. Soil Dynamics and Earthquake Engineering, 2019, 116: 43-49. (SCI, EI, IF=2.077)
Shuang Li*, Bin Yu, Mengmeng Gao, Changhai Zhai. Optimum seismic design of multi-story buildings for increasing collapse resistant capacity. Soil Dynamics and Earthquake Engineering, 2019, 116: 495-510. (SCI, EI, IF=2.077)
Changhai Zhai*, Cuihua Li, Sashi Kunnath, Weiping Wen. An efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles. Earthquake Engineering & Structural Dynamics, 2018, 47(3): 757-771. (SCI, EI, IF=2.807)
Changhai Zhai*, Bing Lu, Weiping Wen, Duofa Ji, Lili Xie. Experimental study on shear behavior of studs under monotonic and cyclic loadings. Journal of Constructional Steel Research, 2018, 151: 1-11. (SCI, EI, IF=2.507)
Changhai Zhai*, Xu Bao, Zhi Zheng, Xinyue Wang. Impact of aftershocks on a post-mainshock damaged containment structure considering duration. Soil Dynamics and Earthquake Engineering, 2018, 115: 129-141. (SCI, EI, IF=2.707)
Changhai Zhai*, Duofa Ji, Weiping Wen, Cuihua Li, Weidong Lei, Lili Xie. Hysteretic energy prediction method for mainshock-aftershock sequences. Earthquake Engineering and Engineering Vibration, 2018, 17(2): 277-291. (SCI, EI, IF=0.874)
Weiping Wen, Changhai Zhai*, Duofa Ji. Damage spectra of global crustal seismic sequences considering scaling issues of aftershock ground motions. Earthquake Engineering & Structural Dynamics, 2018, 47(10): 2076-2093. (SCI, EI, IF=2.807)
Cuihua Li, Changhai Zhai*, and Sashi Kunnath. A Criterion to Select Directivity-Induced Pulses. Bulletin of the Seismological Society of America, 2018, 109 (1): 476-481. (SCI, EI, IF=2.343)
Weiping Wen, Duofa Ji, Changhai Zhai*, Xiulin Li, Pengyu Sun. Damage spectra of the mainshock-aftershock ground motions at soft soil sites. Soil Dynamics and Earthquake Engineering, 2018, 115: 815-825. (SCI, EI, IF=2.707)
Xiulin Li, Changhai Zhai*, Weiping Wen, Lili Xie. Ground Motion Prediction Model for Horizontal PGA, 5% Damped Response Spectrum in Sichuan-Yunnan Region of China. Journal of Earthquake Engineering, 2018: 1-38. (SCI, EI, IF=1.763)
Zhi Zheng, Changhai Zhai, Xu Bao, Xiaolan Pan. Seismic capacity estimation of a reinforced concrete containment building considering bidirectional cyclic effect. Advances in Structural Engineering, 2018: 1369433218806034. (SCI, EI, IF=0.968)
Duofa Ji, Weiping Wen, Changhai Zhai*, Evangelos I.Katsanos. Residual displacement ratios of SDOF systems subjected to ground motions recorded on soft soils. Soil Dynamics and Earthquake Engineering, 2018, 115: 331-335. (SCI, EI, IF=2.707)
Zhiwang Chang*, Xiaodan Sun, Changhai Zhai, John X. Zhao, Lili Xie. An empirical approach of accounting for the amplification effects induced by near-fault directivity. Bulletin of Earthquake Engineering, 2018, 16(5): 1871-1885. (SCI, EI, IF=2.303)
Cuihua Li, Sashi Kunnath*, Changhai Zhai. Influence of Early-Arriving Pulse-Like Ground Motions on Ductility Demands of Single-Degree-of-Freedom Systems. Journal of Earthquake Engineering, 2018: 1-24. (SCI, EI, IF=1.763)
Shuang Li, XiaohuiYu, Yanjuan Zhang, Changhai Zhai. A numerical simulation strategy on occupant evacuation behaviors and casualty prediction in a building during earthquakes. Physica A: Statistical Mechanics and its Applications, 2018, 490: 1238-1250. (SCI, EI, IF=2.132)
Changhai Zhai*, Xiaomin Wang, Jingchang Kong, Shuang Li, Lili Xie. Numerical simulation of masonry-infilled RC frames using XFEM. Journal of Structural Engineering, ASCE, 2017, 143(10): 04017144. (SCI, EI, IF=1.903)
Changhai Zhai*, Duofa Ji, Weiping Wen, Weidong Lei , Lili Xie. Constant Ductility Energy Factors for the Near-Fault Pulse-Like Ground Motions. Journal of earthquake engineering, 2017, 21(2): 343-358. (SCI, EI, IF=1.763)
Changhai Zhai, Zhi Zheng*, Shuang Li, Xiaolan Pan. Damage accumulation of a base-isolated RCC building under mainshock-aftershock seismic sequences. KSCE Journal of Civil Engineering, 2017, 21(1): 364-377. (SCI, EI, IF=0.94)
Changhai Zhai*, Xiaomin Wang, Jingchang Kong, Shuang Li, Lili Xie. A sophisticated simulation for the fracture behavior of concrete material using XFEM. Earthquake Engineering and Engineering Vibration, 2017, 16(4):859-881. (SCI, EI, IF=0.874)
Changhai Zhai*, Jingchang Kong, Xiaomin Wang, Xiaohu Wang. Finite-element analysis of out-of-plane behaviour of masonry infill wall. Structures and Buildings, 2017 :1-14. (SCI, EI, IF=0.674)
Weiping Wen, Changhai Zhai*, Duofa Ji, Shuang Li, Lili Xie. Framework for the vulnerability assessment of structure under mainshock-aftershock sequences, Soil Dynamics and Earthquake Engineering, 2017,101:41-52. (SCI, EI, IF=2.077)
Shuang Li, Zhanxuan Zuo, Changhai Zhai, Lili Xie. Comparison of static pushover and dynamic analyses using RC building shaking table experiment. Engineering Structures, 2017, 136:430-440. (SCI, EI, IF=2.755)
Changhai Zhai*, Duofa Ji, Weiping Wen, Weidong Lei, Lili Xie, Maosheng Gong，The Inelastic Input Energy Spectra for Main Shock–Aftershock Sequences，Earthquake Spectra，2016，32(4):2149-2166. (SCI, EI, IF=2.097)
Chang-Hai Zhai*, Zhi Zheng, Shuang Li, Li-Li Xie. Seismic analyses of a RCC building under mainshock-aftershock seismic sequences. Soil Dynamics and Earthquake Engineering, 2015; 74: 46-55. (SCI, EI, IF=1.21) (SCI, EI, IF=2.077)
Chang-Hai Zhai*, Weiping Wen, Duofa Ji, Shuang Li. The influences of aftershocks on the constant damage inelastic displacement ratio. Soil Dynamics and Earthquake Engineering, 2015, 79:186-189. (SCI, EI, IF=2.077)
Chang-Hai Zhai*, Wei-Ping Wen, Shuang Li, Li-Li Xie. The ductility-based strength reduction factor for the mainshock-aftershock sequence-type ground motions, Bulletin of Earthquake Engineering, 2015, 13:2893–2914. (SCI, EI, IF=2.303)
Changhai Zhai*, Jingchang Kong, Xiaomin Wang, Zhiqiang Chen. Experimental and finite element analytical investigation of seismic behavior of full-scale masonry infilled RC frames. Journal of earthquake engineering, 2016, 20(7): 1171-1198. (SCI, EI, IF=1763)
Chang-Hai Zhai*, Zhi Zheng, Shuang Li, Xiaolan Pan, Li-li Xie. Seismic response of nonstructural components considering the near-fault pulse-like ground motions. Earthquakes and Structures, 2016, 10(5):1213-1232 (SCI, EI, IF=1.309)
Jingchang Kong, Changhai Zhai*, Xiaomin Wang. In-Plane Behavior of Masonry infill Wall Considering Out-of-Plane Loading. PERIODICA POLYTECHNICA-Civil Engineering. 2016, 60(2):217-221. (SCI, EI, IF=0.636)
Zhiwang Chang*, Xiaodan Sun, Changhai Zhai, John X. Zhao, Lili Xie. An improved energy-based approach for selecting pulse-like ground motions, Earthquake Engineering and Structural Dynamics, 2016,45(4): 2405–2411. (SCI, EI, IF=2.807)
Li Shuang*, Shan Sidi, Zhai Changhai, Xie Lili. Experimental and numerical study on progressive collapse process of RC frames with full-height infill walls. Engineering Failure Analysis, 2016, 59: 57-68. (SCI, EI, IF=2.157)
Shuang Li*, Zhanxuan Zuo, Changhai Zhai. Shaking table test on the collapse process of a three-story reinforced concrete frame structure,Engineering Structures, 2016, 118:156-166. (SCI, EI, IF=2.755)
Changhai Zhai*, Shan Jiang, Shuang Li, Lili Xie, Dimensional analysis of earthquake-induced pounding between adjacent inelastic MDOF buildings. Earthquake Engineering and Engineering Vibration, 2015, 14(2):295-313. (SCI, EI, IF=0.874)
Li Shuang*, Zhai Changhai, Xie Lili. Occupant evacuation and casualty estimation in a building under earthquake using cellular automata. Physica A: Statistical Mechanics and its Applications, 2015, 424: 152-167 (SCI, IF =2.132)
Kong J C, Zhai C H*, Liu C H. Two-way seismic behavior of concrete frames with infill walls. Structures and Buildings, 2015, 168(9): 649-663. (SCI, EI, IF=0.674)
Changhai ZHAI*, Shan Jiang, Zhiqiang Chen. Dimensional analysis of pounding response of an oscillator considering contact duration, Journal of Engineering Mechanics, ASCE, 2014, 0401-4138:1-10. (SCI, EI, IF=1.799)
Chang-Hai Zhai*, Wei-Ping Wen, Shuang Li, ZhiQiang Chen, Zhiwang Chang, Li-Li Xie. The damage investigation of inelastic SDOF structure under the mainshock-aftershock sequence-type ground motions. Soil Dynamics and Earthquake Engineering, 2014, 59:30-41. (SCI, EI, IF=2.077)
Wei-Ping Wen, Chang-Hai Zhai*, Shuang Li, Zhiwang Chang, Li-Li Xie. Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions. Engineering Structures, 2014, 59: 599-607 (SCI, EI, IF=2.755)
Gang Wu, Changhai Zhai*, Shuang Li, lili Xie. Effects of near-fault ground motions and equivalent pulses on Large Crossing Transmission Tower-line System. Engineering Structures, 2014, 77(15):161-169. (SCI, EI, IF=2.755)
Zuo Zhanxuan, Li Shuang*, Zhai Changhai*, Xie Lili. Optimal Lumped Mass Matrices by Minimization of Modal Errors for Beam Elements. Journal of Vibration and Acoustics, ASME, 2014, 136(2): 10.1115/1.4026247（(SCI, EI, IF=1.777)
Chang-Hai Zhai*, Wei-Ping Wen, ZhiQiang Chen, Shuang Li, Li-Li Xie. Damage Spectra for the mainshock-aftershock sequence-type ground motions. Soil Dynamics and Earthquake Engineering, 2013，45: 1-12. (SCI, EI, IF=2.077)
Chang-Hai Zhai*, Wei-Ping Wen, Tian-Tian Zhu, Shuang Li, Li-Li Xie. Inelastic displacement ratios for design of structures with constant damage performance, Engineering Structures, 2013, 52:53-63. (SCI, EI, IF=2.755)
Changhai Zhai*, Zhiwang Chang, Shuang Li, Zhiqiang Chen, and Lili Xie. Quantitative Identification of Near-Fault Pulse-Like Ground Motions Based on Energy. Bulletin of the Seismological Society of America (BSSA). 2013, 103(5): 2591–2603. (SCI, EI, IF=2.343)
Changhai Zhai*, Zhiwang Chang, Shuang Li, and Lili Xie. Selection of the Most Unfavorable Real Ground Motions for Low- and Mid-rise RC Frame Structures. Journal of Earthquake Engineering. 2013,17:1233–1251. (SCI, EI, IF=1.763)
Li, Shuang*, Hu, Jinjun, Zhai, Changhai, Xie, Lili. A Unified Method for Modeling of Axially and/or Transversally Functionally Graded Beams with Variable Cross-Section Profile. MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES, 2013,41(2): 168-188. (SCI, EI, IF=1.115)
Shunan LU, Shuang LI, Changhai ZHAI*, Lili XIE. Effects of hanging wall and footwall on demand of structural input energy during the 2008 Wenchuan earthquake. Earthquake Engineering and Engineering Vibration, 2013, 12(1):1-12. (SCI, EI, IF=0.874)
Li Shuang*, Zhai Changhai, Xie Lili. Evaluation of displacement-based, force-based and plastic hinge elements for structural non-linear static analysis. Advances in Structural Engineering, 2012, 15(3): 503-514. (SCI, IF=0.968)
Shuang Li*, Jinjun Hu, Changhai Zhai, Lili Xie. Static, vibration and transient dynamic analyses by beam element with adaptive displacement interpolation functions. Mathematical Problems in Engineering. , 2012, No. 212709. (SCI, EI, IF=1.145)
翟长海，蒋姗，李爽，吴迎强. 地震作用下相邻建筑结构碰撞反应分析. 土木工程学报, 2012, 45 (S2): 142 - 147.
孔璟常, 翟长海, 李爽, 谢礼立. 砌体填充墙RC框架结构平面内抗震性能有限元模拟. 土木工程学报, 2012, 45(S2):137 - 141.
翟长海，武钢，李爽，谢礼立. 近场方向性效应等效脉冲地震动模型的频域分析. 土木工程学报，2012，45(S2):81-84. (EI收录：20123715424851)
李爽, 翟长海, 谢礼立. 直接基于单元平衡的变截面梁反应分析方法. 计算力学学报，2011，28（5）：711-716. （EI收录：20114614525097）
李宁, 翟长海, 谢礼立. 平面偏心结构的三维能力谱方法. 计算力学学报，2011, 28(1):113-118. （EI收录：20111413898238）
LI Ning, ZHAI Changhai*, Li Zhongxian, Hu Jinjun, XIE Lili. Energy-Based Modal Pushover Procedure for Asymmetric Structures, Advances in Structural Engineering, 2010, 13(6):129-138. (SCI, EI, IF=0.968)
Lipeng Liu*, Wang Zonglin, Zhai Changhai, and Zhai Ximei. Constitutive Law of Grouted Concrete Block Masonry in Plain Stress State. Structural Engineering and Mechanics，2010, 34(3):83-87. (SCI, EI, IF=2.191)
Lipeng Liu*, Zonglin Wang, Changhai Zhai and Ximei Zhai. Experimental Research on Biaxial Compressive Strength of Grouted Concrete Block Masonry. Advances in Structural Engineering. 2009，12(4):451-462. (SCI, EI, IF=0.968)
Chang-Hai Zhai*, Li-li XIE. Reply to discussion by Abbas Moustafa of “A new approach of selecting real input ground motions for seismic design: the most unfavourable real seismic design ground motions’. Earthquake Engineering and Structural Dynamics, 2009，38(8): 1151–1153. (SCI, EI: 467GI, 20093312246268 ) (IF=2.807)
Chang-hai ZHAI*, Li-li XIE. The modification factors strength reduction factors for MDOF effect. Advances in Structural Engineering, 2009, 26, 9(4):477-490. (SCI, EI, IF=0.968)
翟长海,李爽,谢礼立,孙亚民. 钢筋混凝土规则框架结构非弹性位移比谱研究. 工程力学,2009, 26 (09): 80-86（EI收录：20094512432376）
李爽，翟长海，谢礼立. 具有分布材料特性的梁反应分析方法. 工程力学，2009， 26 (1): 81-86（EI收录：20092912195532
Jianmeng MAO*, Changhai ZHAI, Lili XIE. An improved modal pushover analysis procedure for estimating seismic demands of structures. Earthquake Engineering and Engineering Vibration, 2008, 7(1):25-31. (SCI, EI, IF=0.874)
翟长海,李爽,谢礼立,孙亚民. 近场脉冲型地震动位移比谱特征研究. 土木工程学报, 2008, 41(10):1-5. （EI收录：084711720775）
Chang-Hai Zhai *, Li-li XIE. A new approach of selecting real input ground motions for seismic design: the most unfavourable real seismic design ground motions. Earthquake Engineering and Structural Dynamics, 2007, 36(8): 1009-1027. (SCI, EI: 181NQ, 072610675075 ) (IF=2.807)
ZHAI Changhai*, Li Shuang, XIE Lili, Sun Yamin. Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions. Earthquake Engineering and Engineering Vibration. 2007, 6(4):351-355. (SCI, EI, IF=0.874)
翟长海，谢礼立. 抗震结构最不利设计地震动研究. 土木工程学报, 2005, 38(12):56-62.
翟长海，谢礼立. 多自由度体系效应对强度折减系数的影响. 工程力学，2006, 23(11):33-37. （EI收录：070110339661）
翟长海，谢礼立. 近场脉冲效应对强度折减系数的影响分析.土木工程学报, 2006, 39(7):15-18. （EI收录：064110165767）
著作译著
翟长海，谢礼立，温卫平，李爽，主余震地震动特征及结构损伤分析，科学出版社, 2017. （ISBN：978-7-03-051766-1）
翟长海，谢礼立，李爽，周宝峰，徐龙军，强地震动特征与抗震设计谱, 哈尔滨工业大学出版社（国家十三五重点图书，国家出版基金资助）, 2017
谢礼立，马玉宏，翟长海. 基于性态的抗震设防与设计地震动，21世纪技术与工程著作系列，科学出版社，2009. （ISBN：978-7-03-024030-9）
地震工程领域著名专著《Dynamics of structures》（R. Clough & J. Penzien）中文版，高等教育出版社出版，负责第4篇（8万字），2006。（ISBN：7-04-020430-4）
地震工程领域著名专著《Dynamics of Structures: Theory and applications to Earthquake Engineering》（Anil K. Chopra）中文版，高等教育出版社出版，负责第3篇（10.2万），2007年。（ISBN：978-7-04-020218-2）
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