Copyright © 2025 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{158371,
        author = {Abhishek Gadekar and H.K Mahiyar and Nikunj Binnani},
        title = {A Review of comparative study of unsymmetric structure under different seismic zone supported on Conventional Strip and Strip with Projection.},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {9},
        number = {9},
        pages = {362-366},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=158371},
        abstract = {This review paper examines the soil structure interaction (SSI) caused by dynamic and eccentric loads on several foundation types, including conventional raft, piled raft, angle-shaped, and Tee-shaped footings. The development of skyscrapers and asymmetrical structures over the past few decades has necessitated the creation of an affordable and more durable base. According to recent studies, SSI impacts could negatively affect a structure's seismic response, and SSI neglect could result in an unconservative design. This general review study discusses the designing, load distribution, numerical analysis, angle form, Tee-shape footings, seismic analysis of asymmetrical structures, and effects on foundation bearing capacity and peak structural responses.},
        keywords = {Eccentric loading, Peak storey response, Seismic design, Soil-structure interaction, Unsymmetrical structure.},
        month = {},
        }