A study of Stiffness and Mass Irregularity of Reinforced Concrete Building

  • Unique Paper ID: 160839
  • Volume: 10
  • Issue: 1
  • PageNo: 1413-1419
  • Abstract:
  • Irregular building forms a significant section of modern urban infrastructure. The occurrence of several major earthquakes has brought the shortcoming in the building, which had cause them get damage and fall down. In a vertical irregular structure failure start at a point of weakness. This weakness occure because of discontinuity in mass and stiffness. The structure having this discontinuity is term as irregular structure. This research is an attempt to study the stiffness and mass irregularities along with seismic response of vertically irregular building and its validation. In the present study stiffness and mass irregularities of G +10 storeys building frame is checked and method of seismic analysis studied. The soft computing tool and commercial software CSI-ETABS is used for modeling and analysis purpose.

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{160839,
        author = {Sunil Balasaheb Makhare and Abhishek Vinayak Sonawane and Ajay G. Dahake},
        title = {A study of Stiffness and Mass Irregularity of Reinforced Concrete Building},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {10},
        number = {1},
        pages = {1413-1419},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=160839},
        abstract = {Irregular building forms a significant section of modern urban infrastructure. The occurrence of several major earthquakes has brought the shortcoming in the building, which had cause them get damage and fall down. In a vertical irregular structure failure start at a point of weakness. This weakness occure because of discontinuity in mass and stiffness. The structure having this discontinuity is term as irregular structure. This research is an attempt to study the stiffness and mass irregularities along with seismic response of vertically irregular building and its validation. In the present study stiffness and mass irregularities of G +10 storeys building frame is checked and method of seismic analysis studied. The soft computing tool and commercial software CSI-ETABS is used for modeling and analysis purpose.},
        keywords = {Irregular building, earthquake, seismic response, stiffness and mass},
        month = {},
        }

Cite This Article

  • ISSN: 2349-6002
  • Volume: 10
  • Issue: 1
  • PageNo: 1413-1419

A study of Stiffness and Mass Irregularity of Reinforced Concrete Building

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