6 Questions 8 Answers 0 Followers
Questions related from Vishvas Patil
Because in my case, for 10 storied RC frame, drift values are coming maximum at the same node for every increase of intensity.
28 February 2018 8,137 1 View
In nonlinear Timehistory analysis ,Stiffness reduction and hence alteration in Time period is taken in account while running the case in SAP2000? Nonlinear time history analysis in any software
12 July 2016 7,753 1 View
Those who are working on SAP2000 and knows hysteresis curve.Or anybody studying in seismic analysis in SAP2000
16 December 2015 7,428 13 View
doing study in non linear seismic analysis
16 December 2015 9,606 11 View
The person who had a good hand in Non linear dynamic time history analysis on SAP can Answer this question.See the attachment.
21 January 2015 6,586 7 View
I am perusing PhD in Probabilistic Based seismic evaluation of exiting RC buildings. In this regard I am working on SAP 2000.
21 January 2015 1,880 11 View