文件名称:pee
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- 上传时间:2012-11-16
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文件大小:213.24kb
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Earthquake Engineering and Structural Dynamics-You can input any number of stores by giving the mass, stiffness and damping values.
Input the gamma and beta values which are related to Newmark Integration Mtd.
Press Newmarks Integration button to input the values.
Input the any number of storey that you expected to see the deflection for particular Earthquake.
Press “Storey No” button to get that number.
If you like only, you will input the period and press “Period” button.
Finally press calculate button to see final results.
Also you can see the both graphs in log scales also.(Please right click on the graph as shown above).
You may see what type of analysis method is used. (Average acceleration relation ship or Linear variation of acceleration).
Input the gamma and beta values which are related to Newmark Integration Mtd.
Press Newmarks Integration button to input the values.
Input the any number of storey that you expected to see the deflection for particular Earthquake.
Press “Storey No” button to get that number.
If you like only, you will input the period and press “Period” button.
Finally press calculate button to see final results.
Also you can see the both graphs in log scales also.(Please right click on the graph as shown above).
You may see what type of analysis method is used. (Average acceleration relation ship or Linear variation of acceleration).
相关搜索: newmarks beta method
NEWMARK
structural dynamics
Earthquake newmark
newmark beta matlab
newmark fortran
(系统自动生成,下载前可以参看下载内容)
下载文件列表
pee/
pee/dt.fig
pee/ee.fig
pee/pee.fig
pee/dt.m
pee/ee.m
pee/pee.m
pee/ee.jpg
pee/README.doc
pee/pee.JPG
pee/dt.fig
pee/ee.fig
pee/pee.fig
pee/dt.m
pee/ee.m
pee/pee.m
pee/ee.jpg
pee/README.doc
pee/pee.JPG
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