抖振理论[1]是指计算结构对风湍流的响应。此处结构为悬索桥，采用连续梁理论建模。采用频域方法。不引入模态耦合。本脚本计算横向、垂直和扭转响应。采用多模式方法。这个脚本是专为那些谁已经在随机振动分析领域的一些知识。本脚本是[2]中使用的脚本的简化版本，在一个真实的桥上。
The buffeting theory [1] refers to the computation of the response of a structure to wind turbulence. Here, the structure is a suspension bridge, modeled using the theory of continuous beam. The frequency domain approach is used. No modal coupling is introduced. The present script computes the lateral, vertical and torsional response. A multi-modes approach is used. This script is designed for those who already have some knowledge in the field of random vibration analysis. The present script is a simplified version of the one used in [2], on a real bridge.
资源文件列表
html/Example_1.html , 16159
html/Example_1.png , 1743
html/Example_1_01.png , 25102
html/Example_1_02.png , 24859
html/Example_1_03.png , 24853
html/Example_2.html , 14291
html/Example_2.png , 3338
html/Example_2_01.png , 14541
html/Example_2_02.png , 5999
DynamicDispl.mat , 278970
dynaRespFD.m , 6553
eigenBridge.m , 7564
Example_1.m , 4228
Example_2.m , 3546
LysefjordBridge.m , 2378
license.txt , 1315