Kazuhiko Kasai, Wuping Chuan, Akira Wada.Responses of tall buildings in Tokyo during the 2011 Great East Japan Earthquake[C]//Presentation at he 4th Kwang-Hua Forum and Opening Symposium of Tongji Shaking Table Array, Shanghai, 2011.
[2]
朱杰江, 吕西林, 邹 昀.上海环球金融中心模型结构振动台试验与理论分析的对比研究[J].土木工程学报, 2005, 38(10):18-26. ZHU Jiejiang, LU Xilin, ZOU Yun.Comparison between shaking table tests and analytical results on Shanghai Global Financial Center[J].Journal of Civil Engineering, 2005, 38(10):18-26.(in Chinese)
[3]
邹 昀, 吕西林.超高层巨型结构振动特性研究[J].世界地震工程, 2007, 23(2):125-130. ZOU Yun, LU Xilin.Study on dynamic properties of high rise mega structure[J].World Earthquake Engineering, 2007, 23(2):125-130.(in Chinese)
[4]
邹 昀, 吕西林, 卢文胜, 等.上海环球金融中心大厦整体结构振动台试验设计[J].地震工程与工程振动, 2005, 25(4):54-59. ZOU Yun, LU Xilin, LU Wensheng, et al.Model design of Shanghai Global Financial Center for shaking table tests[J].Journal of Earthquake Engineering and Engineering Vibration, 2005, 25, No(4):54-59.(in Chinese)
[5]
郭 迅, 阎砺铭.新型数据采集分析系统及其在工程振动中的应用[J].地震工程与工程振动, 22(4):60-65. GUO Xun, YAN Liming. New type of data logger system and its application in engineering vibration[J].Journal of Earthquake Engineering and Engineering Vibration, 2002, 22(4):60-65.(in Chinese)
[6]
郭 迅, 李洪涛, 王金国, 某悬索桥振动特性现场测试及数值模拟[J].世界地震工程, 2008, 24(3):1-7. GUO Xun, LI Hongtao, WANG Jinguo.Modal parameters measurement and numerical simulation of a cable stayed bridge[J].World Earthquake Engineering, 2008, 24(3):1-7.(in Chinese)
[7]
Housner G W, Keightley W O.Vibrations of linearly tapered cantilever beams, engineering mechanics division[J].Proceedings of the American Society of Civil Engineers, 1962, 88(EM2):352-380.
