Comparative Study on the Behaviour of a Multi-Storeyed Building for Regular & Irregular Plan Configuration

  • Unique Paper ID: 152982
  • Volume: 8
  • Issue: 5
  • PageNo: 154-159
  • Abstract:
  • The performance of a high rise building during strong earthquake motions depends on the distribution of stiffness, strength and mass along both the vertical and horizontal directions. If there is discontinuity in stiffness, strength and mass between adjoining storeys of a building then such a building is known as irregular building. The present study focuses on the performance and behaviour of regular and vertical irregular G+11 storied buildings under seismic loading. Two types of irregularities namely vertical irregularities and horizontal irregularities are considered in this study. Total ten regular and irregular buildings are modelled and seismic analysis is carried out in Staad Pro and the results are compared.

Copyright & License

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.

BibTeX

@article{152982,
        author = {Tennu Syriac},
        title = {Comparative Study on the Behaviour of a Multi-Storeyed Building for Regular & Irregular Plan Configuration},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {8},
        number = {5},
        pages = {154-159},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=152982},
        abstract = {The performance of a high rise building during strong earthquake motions depends on the distribution of stiffness, strength and mass along both the vertical and horizontal directions. If there is discontinuity in stiffness, strength and mass between adjoining storeys of a building then such a building is known as irregular building. The present study focuses on the performance and behaviour of regular and vertical irregular G+11 storied buildings under seismic loading. Two types of irregularities namely vertical irregularities and horizontal irregularities are considered in this study. Total ten regular and irregular buildings are modelled and seismic analysis is carried out in Staad Pro and the results are compared.},
        keywords = {Horizontal irregularities, Mutli storeyed Building, Seismic analysis, Vertical irregularities},
        month = {},
        }

Cite This Article

  • ISSN: 2349-6002
  • Volume: 8
  • Issue: 5
  • PageNo: 154-159

Comparative Study on the Behaviour of a Multi-Storeyed Building for Regular & Irregular Plan Configuration

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