Record Details

Seismic acceleration amplification factor for pin supported moment resisting RC frame structures for Chi-Chi earthquake<br />

Online Publishing @ NISCAIR

View Archive Info
 
 
Field Value
 
Authentication Code dc
 
Title Statement Seismic acceleration amplification factor for pin supported moment resisting RC frame structures for Chi-Chi earthquake<br />
 
Added Entry - Uncontrolled Name Agrahari, Ravinder Kumar; Department of Civil Engineering, Indian Institute of Technology, Banaras Hindu University, Varanasi 221 005, India
Pathak, Krishna Kant; Department of Civil Engineering, Indian Institute of Technology, Banaras Hindu University, Varanasi 221 005, India
Jha, Ishan ; Department of Civil Engineering, Indian Institute of Technology, Banaras Hindu University, Varanasi 221 005, India
 
Uncontrolled Index Term Civil Engineering
Time history analysis, Non-structural component, Peak horizontal floor acceleration, Acceleration amplification factor
 
Summary, etc. <p>The Seismic forces, acting on the non-structural component, are different with respect to the lateral force observed by the different design codes. For remarking the behavior of the structural components during dynamic action, large numbers of research were done as compared to the secondary or non-structural components of the structures. The behavior of inertia force acting on the non-structural components changes along with the altitude of the structure. The inertia force existing on nonstructural components depends on the acceleration amplification factor. In this paper, five different RC moment-resisting frame models as 2,4,6,8 and 10 stories, with pin support conditions are considered. The linear time history method is used for the analysis of all RC frame models with different range (0.01g to 0.32g) of ground motion data. Determine the acceleration amplification factor for all these models and compared with the previously models. It is observed that no previous model performed satisfactory results. Therefore, to proposed the amplification model which not only depends on the height of the building, natural period of the building but also depends on the range of the Peak Ground Acceleration (PGA).The proposed model is compared with the previous renowned models, It is detected that the proposed model performs better results with respect to other models.</p>
 
Publication, Distribution, Etc. Indian Journal of Engineering and Materials Sciences (IJEMS)
2022-07-08 17:18:18
 
Electronic Location and Access application/pdf
http://op.niscair.res.in/index.php/IJEMS/article/view/46214
 
Data Source Entry Indian Journal of Engineering and Materials Sciences (IJEMS); ##issue.vol## 29, ##issue.no## 2 (2022): IJEMS-APRIL 2022
 
Language Note en
 
Nonspecific Relationship Entry http://op.niscair.res.in/index.php/IJEMS/article/download/46214/465548375
 
Terms Governing Use and Reproduction Note Except where otherwise noted, the Articles on this site are licensed under Creative Commons License: CC Attribution-Noncommercial-No Derivative Works 2.5 India © 2015. The Council of Scientific &amp; Industrial Research, New Delhi.