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FORCED-PERFORMANCE CORRELATION FACTOR FOR SEISMIC DESIGN OF MOMENT RESISTING FRAMES
Authors
Ahmed Yosry Maher El-Said Doma,Ayman Embaby,Ayman Hussein
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Keywords
Seismic Performance, Nonlinear analysis, Pushover analysis, Capacity Spectrum Method.
Abstract
The main objective of seismic engineering is to design the buildings to resist the force generated from ground motion in a safe manner, which prevents the total damage of the building. When the earthquake motion occurs, it was observed that the structure may not totally collapse, but there is a damage level to structures, economic loss because of inability of the building function, and the cost of repair were unpredictably high. Existing seismic codes are forced based controlled design, using the base shear concept. The need for changes in the existing seismic design methodology existing in seismic codes has been widely recognized. One of the major developments in seismic design over the past 10 years has been increased emphasis on limit states design, now generally termed Performance Based Seismic Design (PBSD). Performance based seismic design is aimed at controlling the structural damage based on precise estimations of proper response of the structure using nonlinear analysis in seismic design. This paper discusses seismic capacity of structure to resist earthquake force for moment resisting frames with medium ductility class using (PBSD) by the capacity spectrum method and obtaining the performance factor (P-Factor) for different levels of damage that can be used in seismic design instead of response modification factor (R-Factor) to overcome the limitation in response modification factor and to represent real performance of the structure.
IJCRT's Publication Details
Unique Identification Number - IJCRT2003009
Paper ID - 192084
Author type - Foreign Author
Page Number(s) - 60-69
Pubished in - Volume 8 | Issue 3 | March 2020
DOI (Digital Object Identifier) -
No Of Downloads - 1586
Author Country - 11765, Egypt, Cairo, Cairo, Egypt, Science & Technology
Publisher Name - IJPUBLICATION | www.ijcrt.org | ISSN : 2320-2882
E-ISSN Number - 2320-2882
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Ahmed Yosry Maher El-Said Doma,Ayman Embaby,Ayman Hussein , "FORCED-PERFORMANCE CORRELATION FACTOR FOR SEISMIC DESIGN OF MOMENT RESISTING FRAMES", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.8, Issue 3, pp.60-69, March 2020, Available at :http://www.ijcrt.org/papers/IJCRT2003009.pdf
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