Linear Modal Response Spectrum Analyzer for Shear Buildings
Based on Iranian Seismic Code (Standard 2800 - 3rd Edition)
Number of Stories :
Typical story Mass:
ton
Typical story Stiffness:
kN/m
Type of Soil:
Type 1
Type 2
Type 3
Type 4
(A.I / R) * g:
m/s
2
By: Hessam Atghaee (2011)