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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
【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.
【关键词】 随机振动;
空间相关;
随机反应;
拟静力;
【Key words】 random vibration; space correlation; random response; pseudostatic;
【Key words】 random vibration; space correlation; random response; pseudostatic;
- 【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