[1]Kaoshan Dai, Xiang Luo, Yang Lu, Bo Li, Ruifu Zhang, and Shiming Zhang. Seismic collision potential of adjacent base-isolated buildings with corridor bridges subjected to bidirectional near-fault pulse-like ground motions. Soil Dynamics and Earthquake Engineering, 2020, 135:106202.
[2]Eric R. Lalonde, Kaoshan Dai, Girma Bitsuamlak, Wensheng Lu, and Zhi Zhao. Comparison of semi-active and passive tuned mass damper systems for vibration control of a wind turbine. Wind and Structures, 2020, 30(6):663-678.
[3]罗翔,戴靠山,吕洋,张世明,周光鑫,魏明宇.软土场地基础隔震建筑减震性能研究.地震工程与工程振动, 2020, 40(1): 213-222.
[4]Jianze Wang, Kaoshan Dai, Bowei Li, Bo Li, Yang Liu, Zhu Mei, Yexian Yin, Jiahong Li. Seismic retrofit design and risk assessment of an irregular thermal power plant building. Structural Design of Tall and Special Buildings, 2020, 29(6):e1719.
[5]戴靠山,罗翔,吕洋,张世明.带连廊的相邻建筑基础隔震改造碰撞危险性分析.工程科学与技术, 2019, 51(5): 9-16.
[6]Zhi Zhao, Kaoshan Dai, Eric R. Lalonde, Jiayao Meng, Bowei Li, Zhibin Ding, Girma Bitsuamlak. Studies on application of scissor-jack braced viscous damper system in wind turbines under seismic and wind loads, Engineering Structures, 2019, 196:109284.
[7]Kaoshan Dai, Kang Liu, Xiaofeng Li, Qingyu You, Hesheng Tang, Qiang Xu. Application of passive multichannel analysis of surface waves method at sites close to underground railways - Problems and a case study. Journal of Applied Geophysics, 2019, 164, 191-199.
[8]Bo Li, Mahesh D. Pandy, Kao-Shan Dai, Yang Lu, Yu-Zhou Zhou, Yuan-Feng Shi, Zhi-Bin Ding. Effects of soil parameter variabilities on the estimation of ground-motion amplification factors. Earthquake Spectra, 2019, 35(2):907-928.
[9]Bowei Li, Kaoshan Dai, Huiying Li, Bo Li, Solomon Tesfamariam. Optimum design of a non-conventional multiple tuned mass damper for a complex power plant structure. Structure and Infrastructure Engineering, 2019, 15(7): 954-964.
[10]戴靠山,赵志,毛振西.风力发电塔筒极端动力荷载作用下破坏的对比研究,振动与冲击, 2019, 35:293-299.
[11]Ruifu Zhang, Zhipeng Zhao, Kaoshann Dai. Seismic response mitigation of a wind turbine tower using a tuned parallel inerter mass system. Engineering Structures, 2019, 180, 29-39.
[12]Zhi Zhao, Kaoshan Dai, Alfredo Camara, Girma Bitsuamlak, and Chao Sheng. Wind turbine tower failure modes under seismic and wind loads. Journal of Performance of Constructed Facilities, 2019, 33(2): 04019015.
[13]戴靠山,肖雪,刘康,赵志,侯羽迪,游庆瑜.中国地震保险的发展现状分析及其在风电产业应用初探.自然灾害学报, 2018, 27(4): 11-17.
[14]Kaoshan Dai, Ang Li, Hexiao Zhang, Shen-En Chen, and Yi Pan. Surface damage quantification of post-earthquake building based on terrestrial laser scan data. Structural Control and Health Monitoring, 2018, 25(8), e2210.
[15]戴靠山,毛振西,赵志,王英,孟家瑶,赵晨希.不同频谱特性地震动下某风电塔响应振动台试验研究.工程科学与技术, 2018, 50(3): 125-133.
[16]赵志,戴靠山,毛振西,张采薇.不同频谱特性地震动下风电塔破坏分析.工程力学, 2018, 35(s): 293-299.
[17]Kaoshan Dai, Bowei Li, Jianze Wang, Ang Li, Huying Li, Jiahong Li, and Solomon Tesfamariam. Optimal Probability Base Partial Mass Isolation of Elevated Coal Scuttle in Thermal Power Plant Building. The Structural Design of Tall and Special Buildings, 2018, 27(11), e1477.
[18]孟家瑶,戴靠山,毛振西,王英,赵志.某1.5MW风电塔振动台缩尺模型设计.世界地震工程, 2018, 34(4): 103-110.
[19]Jianze Wang, Kaoshan Dai, Yexian Yin, Solomon Tesfamariam. Seismic performance-based design and risk analysis of thermal power plant building with consideration of vertical and mass irregularities. Engineering Structures, 2018, 164: 141-154.
[20]刘康,戴靠山,许强,翁渝峰,黄李观,赵逍,游庆瑜.埋入源多道面波分析(MASW)中最小偏移距的估计方法.地球物理学报, 2018, 61(6): 2421-2430.
