文件名称:dynaRespFD
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- 上传时间:2016-07-24
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文件大小:8.5mb
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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 scr ipt computes the lateral, vertical and torsional response. A multi-modes approach is used. This scr ipt is designed for those who already have some knowledge in the field of random vibration analysis and wind loading on structures.
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下载文件列表
eigenBridge.m
Example_1.m
Example_2.m
license.txt
LysefjordBridge.m
windData.mat
html/Example_1.html
html/Example_1.png
html/Example_1_01.png
html/Example_1_02.png
html/Example_1_03.png
html/Example_1_04.png
html/Example_1_05.png
html/Example_1_06.png
html/Example_1_07.png
html/Example_1_08.png
html/Example_2.html
html/Example_2.png
html/Example_2_01.png
html/Example_2_02.png
html/Example_2_03.png
html/Example_2_04.png
html/Thumbs.db
bridgeData.mat
bridgeData_gen.m
DynamicDispl.mat
dynaRespFD.m
Example_1.m
Example_2.m
license.txt
LysefjordBridge.m
windData.mat
html/Example_1.html
html/Example_1.png
html/Example_1_01.png
html/Example_1_02.png
html/Example_1_03.png
html/Example_1_04.png
html/Example_1_05.png
html/Example_1_06.png
html/Example_1_07.png
html/Example_1_08.png
html/Example_2.html
html/Example_2.png
html/Example_2_01.png
html/Example_2_02.png
html/Example_2_03.png
html/Example_2_04.png
html/Thumbs.db
bridgeData.mat
bridgeData_gen.m
DynamicDispl.mat
dynaRespFD.m
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