摘要
本文通过振动台上模拟地震试验,研究了:(1)按目前施工工艺建造的高层装配式大板结构的抗震性能;(2)双向输入地震和单向输入地震时结构反应的差异.另外,还用试验结果检验了分析模型和分析方法的可靠性.
Through the earthquake simulation tests of tall building models with precast large panel on shaking table, the following problems have been studied:1. the earthquake resistant behavior of tall buildings with precast large panel built in accordance with the present construction technology.2. the difference of tall building responses under two-dimensional and one di-m ensional earthquake excitation.Besides, the reliability of the earthquake resnonse analysis method and model are verified by the test results.
出处
《土木工程学报》
EI
CSCD
北大核心
1996年第3期57-64,共8页
China Civil Engineering Journal
