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Floor Acceleration Amplification Factor in Yielding of Moment Resisting RC frame Structures<br />

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Title Statement Floor Acceleration Amplification Factor in Yielding of Moment Resisting RC frame Structures<br />
 
Added Entry - Uncontrolled Name Agrahari, Ravinder Kumar; IIT (BHU) Varanasi
Pathak, Krishna Kant; Professor, Dept. of Civil Engineering, IIT BHU India
 
Uncontrolled Index Term Acceleration amplification factor , Ductility ratio, Non-structural component ,Time history data
 
Summary, etc. <p>Structural elements have been designed as load-bearing as well as non-load bearing. Non-structural components (NSCs) represent the non-load-bearing elements of the structures. Many provisions have been provided for seismic design of primary components of structures, but limited prescription has been provided for seismic designing of NSCs. This paper describes the behaviour of the acceleration-sensitive NSCs for different ranges of ground motions. For this study, the four different height of moment-resisting RC frame models, fixed at the base of the structure have been considered. With 17 far-field seismic ground motions, the building models have been investigated using the incremental dynamic approach. To analyze the floor response spectra, building periods, and structures ductility parameters, based on this proposed the acceleration amplification factors of the NSCs.</p>
 
Publication, Distribution, Etc. Indian Journal of Engineering and Materials Sciences (IJEMS)
2023-03-13 02:07:10
 
Electronic Location and Access application/pdf
http://op.niscair.res.in/index.php/IJEMS/article/view/50884
 
Data Source Entry Indian Journal of Engineering and Materials Sciences (IJEMS); ##issue.vol## 30, ##issue.no## 1 (2023): IJEMS-FEBRUARY 2023
 
Language Note en
 
Nonspecific Relationship Entry http://op.niscair.res.in/index.php/IJEMS/article/download/50884/465564857
 
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