Influence of Second Order Effects on the Stability and Response of High-Rise Structures Under Lateral Loads

Copyright & License

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.

BibTeX

@article{205861,
        author = {Syed Khaleelullah Shah Quadri and Khateeb Mohammed Yaser Raza},
        title = {Influence of Second Order Effects on the Stability and Response of High-Rise Structures Under Lateral Loads},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {13},
        number = {1},
        pages = {8287-8296},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=205861},
        abstract = {},
        keywords = {P-Delta effect; geometric nonlinearity; second-order analysis; reinforced concrete shear wall-frame; response spectrum analysis; inter-storey drift; IS 1893; modal mass participation; spectral demand interaction; stability index.},
        month = {June},
        }

Cite This Article

Quadri, S. K. S., & Raza, K. M. Y. (2026). Influence of Second Order Effects on the Stability and Response of High-Rise Structures Under Lateral Loads. International Journal of Innovative Research in Technology (IJIRT), 13(1), 8287–8296.

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