本文提出了高层建筑多塔楼连廊结构采用柔性连接方式，并进行了结构抗震分析和模拟地震振动台试验研究。
The flexible connection for the structure with corridor is researched in the paper by calculation analysis and earthquake simulating shaking table test.
为考核某实际背栓式微晶幕墙的抗震性能，将典型幕墙单元安装于试验钢框架上，进行模拟地震振动台试验。
Typical rear bolted micro crystal glass curtain wall specimen was installed on a steel frame, and its seismic performances were investigated via shaking table test.
本文对连接相邻建筑的粘滞阻尼器的设置位置和阻尼参数进行了同时优化，并通过模拟地震振动台试验进行了验证。
In this paper, the location and damping parameters of viscous dampers connecting adjacent buildings are optimized simultaneously and validated in simulated earthquake shaking table tests.
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