文件名称:pee
下载
别用迅雷、360浏览器下载。
如迅雷强制弹出,可右键点击选“另存为”。
失败请重下,重下不扣分。
如迅雷强制弹出,可右键点击选“另存为”。
失败请重下,重下不扣分。
介绍说明--下载内容均来自于网络,请自行研究使用
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
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
...\dt.fig
...\dt.m
...\ee.fig
...\ee.m
...\pee.fig
...\pee.m
...\README.doc
...\dt.fig
...\dt.m
...\ee.fig
...\ee.m
...\pee.fig
...\pee.m
...\README.doc