dynaRespFD

代码说明：

  冲击理论指的是计算结构响应的风动荡。这里,结构是一个吊桥,使用连续梁的理论建模。介绍模态耦合模型，尽可能的简单计算横向,纵向和扭转响应。结构的方法是使用。是专为那些已经拥有一些知识领域的随机振动分析和对结构风荷载。(The buffeting theory [1,2] 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 [3]. The frequency domain approach is used. I did not introduce modal coupling to keep the model as simple as possible. 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 and wind loading on structures. )

文件列表：

bridgeData.mat,4978474,2016-06-03
bridgeData_gen.m,2691,2016-06-03
DynamicDispl.mat,278970,2016-06-03
dynaRespFD.m,14198,2016-06-03
eigenBridge.m,7564,2016-06-03
Example_1.m,7249,2016-06-03
Example_2.m,5312,2016-06-03
html
....\Example_1.html,24919,2016-06-03





....\Example_1_05.png,27401,2016-06-03
....\Example_1_06.png,27632,2016-06-03
....\Example_1_07.png,24704,2016-06-03
....\Example_1_08.png,28727,2016-06-03
....\Example_2.html,18427,2016-06-03
....\Example_2.png,2879,2016-06-03
....\Example_2_01.png,14986,2016-06-03
....\Example_2_02.png,20568,2016-06-03
....\Example_2_03.png,53185,2016-06-03
....\Example_2_04.png,20438,2016-06-03
....\Thumbs.db,18944,2016-06-03
license.txt,1315,2016-06-03
LysefjordBridge.m,3669,2016-06-03
windData.mat,3347726,2016-06-03