Compatibility of the endurance time method with codified seismic analysis approaches on three-dimensional analysis of steel frames

2010 ◽  
Vol 22 (2) ◽  
pp. 144-164 ◽  
Author(s):  
V. Valamanesh ◽  
H. E. Estekanchi

2011 ◽  
Vol 14 ◽  
pp. 3237-3244 ◽  
Author(s):  
H.T. Riahi ◽  
H.E. Estekanchi ◽  
S. Seyedain Boroujeni


2021 ◽  
Author(s):  
Homayoon E. Estekanchi ◽  
Hassan A. Vafai




2010 ◽  
Vol 66 (6) ◽  
pp. 780-792 ◽  
Author(s):  
H.T. Riahi ◽  
H.E. Estekanchi


2011 ◽  
Vol 33 (9) ◽  
pp. 2535-2546 ◽  
Author(s):  
H.E. Estekanchi ◽  
H.T. Riahi ◽  
A. Vafai




2007 ◽  
Vol 29 (10) ◽  
pp. 2551-2562 ◽  
Author(s):  
H.E. Estekanchi ◽  
V. Valamanesh ◽  
A. Vafai


2012 ◽  
Vol 50 (1) ◽  
pp. 14-23 ◽  
Author(s):  
H.E. Estekanchi ◽  
M. Alembagheri


2021 ◽  
Vol 309 ◽  
pp. 01129
Author(s):  
Meera Arun ◽  
PVVSSR Krishna ◽  
T Srinivas

This paper consists of the work made on the study of seismic analysis on the multi-storied building by maintaining same floor area for all four different plan configurations. To make the analysis of these different four plan configurations, the modelling is done prior in the ETABS:2016 (Extended Three-Dimensional analysis of building system). An effort is made by providing all the load combinations and the performance of each plan is analysed individually and the comparison is made between symmetrically and asymmetrically plan configurations by keeping the floor area constant. After completion of the analysis, the comparison of storey displacement, base shear and storey drift is made and conclude that the symmetrical plans are superior when compared to asymmetrical plans in the view of the resistance against the seismic forces. Further the expansions joints are to be provided in the asymmetrical plans to ensure the safety against the seismic forces.



2018 ◽  
Vol 0 (0) ◽  
pp. 0-0
Author(s):  
Esmaeil Ghaffari ◽  
H. E. Estekanchi ◽  
A. Vafai


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