Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
@article{200082,
author = {Shifa Varaiya and prof. hiral apurva dave},
title = {Seismic Performance and Structural Viability of Bambusa balcooa as a Sustainable Alternative to Reinforced Concrete Frames},
journal = {International Journal of Innovative Research in Technology},
year = {2026},
volume = {12},
number = {12},
pages = {202-205},
issn = {2349-6002},
url = {https://ijirt.org/article?manuscript=200082},
abstract = {this paper presents a comprehensive evaluation of the structural efficiency of Bambusa balcooa in comparison to traditional reinforced concrete (RC) systems. Using the analytical logic applied to high-rise RC buildings, this study examines how bamboo’s mechanical properties—specifically its tensile strength and elasticity—contribute to lateral load resistance. Models were assessed based on seismic parameters defined in IS 1893:2016. Results indicate that while RC core walls provide superior stiffness, bamboo structures offer a high strength-to-weight ratio that significantly reduces base shear and improves energy dissipation during seismic events.},
keywords = {},
month = {May},
}
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