8 Questions 7 Answers 0 Followers
Questions related from Dharmendra Kushwaha
Hello Everyone! I am performing IDA analysis where I require the hazard curve as per IS 1893:2016 in the terms of The first column is the spectral acceleration in units of g while the second...
18 November 2024 2,268 0 View
I am working on the IDA analysis of a hilly buildings, but to verify the existing literatures several researchers have done this using repeated earthquakes at a certain time interval. Now, I am...
01 July 2024 9,565 0 View
What is the concept of repeated earthquakes? How does the dynamic analysis is performed under repeated earthquake? Is this done in a different way that IDA analysis? How the ground motion data...
03 November 2023 4,924 4 View
I am trying to verify the results obtained by modal analysis and response analysis of a G+4 RC hill Building with the base paper results but unfortunately couldn`t. Although I have followed all...
10 October 2023 7,434 9 View
An error is showing during the verify all members passed in SAP2000 for a G+3 RC Hill building. The bottom columns of dimension 400x400 mm2 while remaining columns dimension is 300x300 mm2. The...
16 June 2023 4,040 1 View
1. How does,one can verify the building models, whether it fulfils the criterion Ʃ Mc ≥ 1.4ƩMb as per IS 1893:2016 in SAP2000? 2. How can I calculate the shear force at each floor level in SAP2000...
07 June 2023 1,597 3 View
Can you suggest me the research gap for the further work in the seismic design and analysis of buildings in hilly region using STAAD Pro/SAP2000?
05 December 2021 5,256 5 View
01 January 1970 6,496 0 View