In this paper, research on seismic response of tall flexible tower structures is performed through shaking table test and finite element analysis.
本文从振动台试验和有限元计算等方面对高耸结构的地震响规律应做了较全面的研究。
The dynamic response of pile foundations in saturated sand was explored through the shake table test. Some ideas about dynamic soil-pile interaction during strong shaking were obtained.
通过振动台试验，研究了饱和砂土中桩基的振动特性，对桩土振动过程中的动力相互作用有了初步的认识。
Validity of the computational model and method is verified through comparison between the results of the shaking table test and numerical analysis.
进行了数值分析，并与试验结果进行了比较，验证了本文提出的计算模型与方法的正确性。
Then, the seismic performance of the junction with rubber cushion and high strength bolts can be analyzed through the behavior of the wall panels'performance during the shaking table test.
同时根据墙板在振动台试验中表现出的特性，分析带有橡胶垫的高强螺栓连接节点的工作特性。
Then, the seismic performance of the junction with rubber cushion and high strength bolts can be analyzed through the behavior of the wall panels'performance during the shaking table test.
同时根据墙板在振动台试验中表现出的特性，分析带有橡胶垫的高强螺栓连接节点的工作特性。
应用推荐