利用模拟地震振动台对这种大跨预应力井式梁框架结构的抗震性能进行了研究。
The shaking table test has thus been conducted of a large-span prestressed concrete grillage girder frame structure to gain an insight into its earthquake-resistant performance.
利用地震振动台对大跨预应力混凝土井式梁空间框架结构的抗震性能进行了实验研究。
The shaking table test was conducted to gain an insight into the earthquake resistant performance of a large-span prestressed concrete grillage girder space frame structure.
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.
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