COMPARATIVE SEISMIC EVALUATION OF G+20 REINFORCED CONCRETE FRAMED STRUCTURE: BARE FRAME VERSUS DUAL LATERAL LOAD-RESISTING SYSTEM (X-TYPE BRACING WITH RC SHEAR WALLS) USING MODAL ANALYSIS AND NON-LINEAR TIME HISTORY ANALYSIS

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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{203110,
        author = {Adil and Syed Khaleelullah Shah Quadri},
        title = {COMPARATIVE SEISMIC EVALUATION OF G+20 REINFORCED CONCRETE FRAMED STRUCTURE: BARE FRAME VERSUS DUAL LATERAL LOAD-RESISTING SYSTEM (X-TYPE BRACING WITH RC SHEAR WALLS) USING MODAL ANALYSIS AND NON-LINEAR TIME HISTORY ANALYSIS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {12},
        pages = {10806-10814},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=203110},
        abstract = {},
        keywords = {G+20 RC Frame; Seismic Analysis; X-Type Bracing; RC Shear Wall; Response Spectrum Method; Non-Linear Time History Analysis; Inter-Story Drift; IS 1893 (Part 1): 2016; IS 456: 2000; Modal Analysis; Base Shear; Lateral Load-Resisting System.},
        month = {May},
        }

Cite This Article

Adil, , & Quadri, S. K. S. (2026). COMPARATIVE SEISMIC EVALUATION OF G+20 REINFORCED CONCRETE FRAMED STRUCTURE: BARE FRAME VERSUS DUAL LATERAL LOAD-RESISTING SYSTEM (X-TYPE BRACING WITH RC SHEAR WALLS) USING MODAL ANALYSIS AND NON-LINEAR TIME HISTORY ANALYSIS. International Journal of Innovative Research in Technology (IJIRT), 12(12), 10806–10814.

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