Description: 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).
- [NEWMARKmethod] - is seeking more flexible rotor Newmark A
- [drain2dp-src] - Berkeley famous structure developed at t
- [ComputationalDynamics] - Zhang Xiong book, Calculation of Kinetic
- [matlab] - Matlab prepared based on the Newmark Str
- [NEWMARK2] - newmark calculated without damping syste
- [newmark_int] - Newmark 1-DOF. You can using it for 1D d
- [newmB] - newmark beta method for seismic responce
- [newmark] - Newark-step analysis method similar to t
File list (Check if you may need any files):
pee
...\dt.fig
...\dt.m
...\ee.fig
...\ee.m
...\pee.fig
...\pee.m
...\README.doc
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