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Floor Acceleration Amplification Factor in Yielding of Moment Resisting RC frame Structures

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Title Floor Acceleration Amplification Factor in Yielding of Moment Resisting RC frame Structures
 
Creator Agrahari, Ravinder Kumar
Pathak, K K
 
Subject Acceleration amplification factor
Ductility ratio
Non-structural component
Time history data
 
Description 138-146
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.
 
Date 2023-03-06T11:07:01Z
2023-03-06T11:07:01Z
2023-03
 
Type Article
 
Identifier 0971-4588 (Print); 0975-1017 (Online)
http://nopr.niscpr.res.in/handle/123456789/61495
https://doi.org/10.56042/ijems.v1i1.50884
 
Language en
 
Publisher NIScPR-CSIR,India
 
Source IJEMS Vol.30(1) [February 2023]