节点文献

大跨度体系多支承干扰随机振动分析

Random Vibration of Systems with Finite Free Degrees Under Multi-Support Interference

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 孙峰

【Author】 Sun Feng (Division of Science Research, SCCU, Guangzhou 510405)

【机构】 华南建设学院西院科研处!广州510405

【摘要】 本文应用随机振动理论和地面运动的空间相关模型,给出了大跨度体系多支承干扰的随机反应分析公式.由算例表明,对支承间距较大的有限自由度体系,一致与非一致地面运动输入下的反应相差甚大.因此,各支承间的差动不容忽视.

【Abstract】 This paper presents the analytical formulas of random responses of systems with finite free degrees under multisupport interference by applying the theory of random vibration and space- interrelated ground motion model. Examples show that in large -span systems with finite free degrees there is a great difference between the response under the identical ground motion and that under the space -interrelated ground motion. Therefore, the differential motions among supports of large -span systems can not be neglected.

  • 【文献出处】 华南建设学院西院学报 ,Journal of South China Construction University , 编辑部邮箱 ,1996年01期
  • 【分类号】TU312
  • 【下载频次】37
节点文献中: 

本文链接的文献网络图示:

本文的引文网络