文件名称:EKsation_last
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编写时间2009年2月24日第1次 以后以此区别修改版本!!!
---------频域传递公式推导------------
变量说明:zn1 zn2:分别为左塔和右塔阻尼比 w1式起重机w1 w2:左塔和右塔固有频率
w01 w02 wc分别连体左支座、右支座、连体自振频率
zn01 zn02 分别为连体左支座、右支座的连接阻尼比
非对称双塔连体结构
主要考虑支座连接频率比的变化结构反应功率谱曲线- Write time, February 24, 2009 1st after a modified version of this distinction!!! --------- Frequency-domain transfer formula derivation------------ variable Descr iption: zn1 zn2: respectively, the left and right tower tower damping ratio w1 crane w1 w2: the left and right tower tower natural frequency w01 w02 wc Siamese left bearing, respectively, the right bearing, Siamese natural frequency zn01 zn02 Siamese respectively, bearing left and right bearing link damping ratio non-symmetrical structure Siamese twin towers bearing the main consideration changes in the ratio of the structure connecting the frequency response curve of the power spectrum
---------频域传递公式推导------------
变量说明:zn1 zn2:分别为左塔和右塔阻尼比 w1式起重机w1 w2:左塔和右塔固有频率
w01 w02 wc分别连体左支座、右支座、连体自振频率
zn01 zn02 分别为连体左支座、右支座的连接阻尼比
非对称双塔连体结构
主要考虑支座连接频率比的变化结构反应功率谱曲线- Write time, February 24, 2009 1st after a modified version of this distinction!!! --------- Frequency-domain transfer formula derivation------------ variable Descr iption: zn1 zn2: respectively, the left and right tower tower damping ratio w1 crane w1 w2: the left and right tower tower natural frequency w01 w02 wc Siamese left bearing, respectively, the right bearing, Siamese natural frequency zn01 zn02 Siamese respectively, bearing left and right bearing link damping ratio non-symmetrical structure Siamese twin towers bearing the main consideration changes in the ratio of the structure connecting the frequency response curve of the power spectrum
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