摘要
研究了摩擦滑移支撑结构的动力响应。采用Newmark法,对一个算例结构在加摩擦隔震前、后两种情况下,分别进行了动力反应分析和比较,结果表明,摩擦滑移隔震技术具有明显的隔震效果。
The response of structures with friction sliding supports is studied in this paper.Using Newmark's method,dynamic response of a example structure with base sliding isolation is analyzed,and it is compared with dynamic response of fixed base structure.The analysis results indicate that base sliding isolation has obviously isolating effect.
出处
《河北农业大学学报》
CAS
CSCD
北大核心
2002年第3期102-105,共4页
Journal of Hebei Agricultural University
