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Paper Title

Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis

Authors

Shivaraj.K.Inganakal , Jayaprakash.A.K , Mallikarjuna

Keywords

Index Terms - Seismic Performance, Reinforced Concrete (RC) Buildings, Nonlinear Time History Analysis, Earthquake Ground Motion, Structural Response, Storey Drift, Base Shear, Plastic Hinge Formation, Performance-Based Seismic Design, Damage Evaluation.

Abstract

Abstract: Seismic performance evaluation of reinforced concrete (RC) buildings is a critical aspect of earthquake-resistant design, especially in seismically active regions. Traditional linear analysis methods often fail to capture the complex nonlinear behavior of structures subjected to strong ground motions. This study presents a detailed seismic performance assessment of RC buildings using nonlinear time history analysis (NLTHA). The nonlinear behavior of structural components such as beams, columns, and beam-column joints is modeled to account for material inelasticity and stiffness degradation. Real earthquake ground motion records are applied to the structural model to simulate realistic seismic loading conditions. The dynamic response parameters, including storey displacement, inter-storey drift, base shear, and energy dissipation, and are evaluated. Performance levels such as Immediate Occupancy, Life Safety, and Collapse Prevention are assessed in accordance with performance-based seismic design guidelines. The influence of higher-mode effects and ground motion characteristics on structural response is also investigated. The results demonstrate that nonlinear time history analysis provides a more accurate and reliable prediction of seismic behavior compared to linear methods. The study highlights critical structural vulnerabilities and identifies potential failure mechanisms under severe earthquakes. The findings emphasize the importance of nonlinear analysis in seismic performance evaluation and retrofitting decisions. Overall, the proposed approach contributes to safer and more resilient RC building design.

How To Cite

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IJCRT — journal style
"Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis", IJCRT - International Journal of Creative Research Thoughts (www.ijcrt.org), ISSN:2320-2882, Vol.6, Issue 4, page no.520-533, December 2018, Available :https://ijcrt.org/papers/IJCRT1136213.pdf
APA — 7th edition
Shivaraj.K.Inganakal, Jayaprakash.A.K, & Mallikarjuna. (2018). Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis. International Journal of Creative Research Thoughts, 6(4), 520-533. https://ijcrt.org/viewpaperforall.php?paper=IJCRT1136213
MLA — 9th edition
Shivaraj.K.Inganakal, et al. "Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis." International Journal of Creative Research Thoughts, vol. 6, no. 4, 2018, pp. 520-533, https://ijcrt.org/viewpaperforall.php?paper=IJCRT1136213.
Chicago — 17th, bibliography
Shivaraj.K.Inganakal, Jayaprakash.A.K, and Mallikarjuna. "Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis." International Journal of Creative Research Thoughts 6, no. 4 (2018): 520-533. https://ijcrt.org/viewpaperforall.php?paper=IJCRT1136213.
Harvard — author–date
Shivaraj.K.Inganakal, Jayaprakash.A.K and Mallikarjuna (2018) 'Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis', International Journal of Creative Research Thoughts, 6(4), pp. 520-533. Available at: https://ijcrt.org/viewpaperforall.php?paper=IJCRT1136213
IEEE — numbered reference
Shivaraj.K.Inganakal, Jayaprakash.A.K and Mallikarjuna, "Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis," IJCRT, vol. 6, no. 4, pp. 520-533, Dec. 2018.
Vancouver — biomedical
Shivaraj.K.Inganakal, Jayaprakash.A.K, Mallikarjuna. Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis. IJCRT. 2018 Dec;6(4):520-533.
AMA — 11th edition
Shivaraj.K.Inganakal, Jayaprakash.A.K, Mallikarjuna. Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis. IJCRT. 2018;6(4):520-533. Accessed at https://ijcrt.org/viewpaperforall.php?paper=IJCRT1136213
BibTeX — Zotero, Mendeley, LaTeX
@article{IJCRT1136213, author = {Shivaraj.K.Inganakal and Jayaprakash.A.K and Mallikarjuna}, title = {Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis}, journal = {International Journal of Creative Research Thoughts}, volume = {6}, number = {4}, pages = {520-533}, year = {2018}, month = {December}, issn = {2320-2882}, url = {https://ijcrt.org/viewpaperforall.php?paper=IJCRT1136213} }
RIS — EndNote, RefWorks
TY - JOUR AU - Shivaraj.K.Inganakal AU - Jayaprakash.A.K AU - Mallikarjuna TI - Seismic Performance Evaluation of RC Buildings Using Nonlinear Time History Analysis T2 - International Journal of Creative Research Thoughts JA - IJCRT VL - 6 IS - 4 PY - 2018 SN - 2320-2882 UR - https://ijcrt.org/viewpaperforall.php?paper=IJCRT1136213 SP - 520 EP - 533 ER -

Issue

Volume 6 Issue 4, December-2018
Pages : 520-533

Article Information

Pages
520-533
Published
December 2018
Registration ID
IJCRT_301273
Published Paper ID
IJCRT1136213
Research Area
Science and Technology
Author Type
Indian Author
Location
Gulbarga, Karnataka, India
Licence
CC BY 4.0 · Open Access
ISSN & Impact Factor
2320-2882 · IF 9.17
Downloads
228

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International Journal of Creative Research Thoughts Published by IJCRT Publication
2320-2882 ISSN
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Licence

© 2018 — Authors hold the copyright of this article. This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition. This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits unrestricted use, distribution and reproduction in any medium, provided the original author and source are credited.
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Declarations

Funding

No external funding was received for this study.

Conflict of Interest

The authors declare that they have no conflict of interest.

Acknowledgements

The authors would like to thank the reviewers and the editorial board of International Journal of Creative Research Thoughts for their careful reading and constructive comments, and all colleagues who supported the preparation of this manuscript.

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