摘要
结合弹塑性防落梁支座设计原理,进行了弹塑性防落梁支座体系振动台试验,试验结果表明:弹塑性防落梁支座在减少地震能向上部结构传递的效果明显,从而验证了该支座设计原理的可行性。
Combining with the design principle of elastic-plastic prevent fall beam bearer,made test on vibration table of elastic-plastic prevent fall beam manufacture system,the test results showed that: the elastic-plastic prevent fall beam bearer could reduce earthquake and the transmit effect was obvious to upper structure,which had verified the design principle feasibility of this bearer.
引文
[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997:49-51.
[2]彭天波.同济大学结构实验室地震台试验报告[R].2010.
[3]黄宜华.建筑结构抗震概念设计及减轻地震灾害的措施[J].山西建筑,2010,36(5):82-83.