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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM11996

Non Linear Analysis of High Rise RC Frame Structure using Time History Analysis

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM11996

Volume:

6 |

3 |

Mar 2022

Pages:

Publication Frequency:

Monthly (12 issues per year)

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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

EKV

Er. Kumar Vanshaj

LS

Lokesh Sahu

AM

Abhishek Mishra

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Abstract

The current study aim at understanding realistic behavior of structure under dynamic analysis such as Time History Analysis for non-linear structure by Staad Pro V8i software. Using concrete section for a span of 4mt. and 3mt height columns and G+16 storey considered for a total height of 51 mt. The dynamic analysis such as displacement and modal analysis to find out natural frequency and time period.

KEYWORDS

Staad Pro V8i Time History Method Seismic Analysis

Cite This Article

Er. Kumar Vanshaj, Lokesh Sahu, Abhishek Mishra, "Non Linear Analysis of High Rise RC Frame Structure using Time History Analysis," International Journal of Scientific Research in Engineering and Management, vol. 6, no. 3, Mar 2022.

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3/25/2022

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