i-manager Publications

Seismic Analysis of Multistorey Reinforced Concrete Structures

Ravikant Singh*, Vinay Kumar Singh**, Mahesh Yadav***

*,*** M.Tech Graduate, Department of Civil Engineering, MMM University of Technology, Gorakhpur, Uttar Pradesh, India.

** Assistant Professor, Department of Civil Engineering, MMM University of Technology, Gorakhpur, Uttar Pradesh, India.

Periodicity:December - February'2019
DOI : https://doi.org/10.26634/jce.9.1.14592

Abstract

If the building structure is not properly designed and constructed according to IS codal provisions, it causes more damages and destruction of the human property, and also loss of living creatures. It is recommended that the structure should be properly analyzed, designed, and constructed with good quality material, so it has become safe to resist the earthquake load. Seismic analysis of the building structure is carried out to determine the seismic response of structure by using Time history analysis method. In this research paper, seismic analysis of a multi-storey building structure is done. The response of the building is analyzed for various seismic loading. ETABs (Extended Three-dimensional Analysis of Building System) software is used for modeling of the building. By using time history method, we can analyze the base shear, displacement, and storey drift of the building. The comparison is done with equivalent static analysis also to know the variation in results. Matlab program is also used for performing the Time history analysis of the building using Elcentro seismic data.

Keywords

Time History Analysis, Elcentro Earthquake, ETAB, MATLAB, multi-storey building structure

How to Cite this Article?

Singh, R., Singh, V. K., & Yadav, M. (2019). Seismic Analysis of Multistorey Reinforced Concrete Structures. i-manager’s Journal on Civil Engineering, 9(1), 61-71. https://doi.org/10.26634/jce.9.1.14592

References

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[3]. Bureau of Indian Standards. (1993). Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces – Code of Practice (IS: 13920-1993), New Delhi, India.

[4]. Bureau of Indian Standards. (2002). Criteria for earthquake resistant design of structures. (IS: 1893 - Part 1-2002) New Delhi, India.

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[8]. Gurjar, S. & Pamecha, L. (2017). Seismic Behavior of Buildings Having Vertical Irregularities. International Journal of Engineering Science Invention Research & Development, 3(10), 620-625.

[9]. Ibrahim, S., Anwar, S. F., & Hashmath, M. (2017, February). Response Spectrum and Time History Analysis of a Multistoried and commercial building. Global Journal of Engineering Science and Researches,4(2),133-136. DOI- 10.5281/zenodo.343748

[10]. Jain, S. K. (2016). Explanatory Examples on Indian Seismic Code IS 1893 (Part I). Department of Civil Engineering, Indian Institute of Technology, Kanpur, India.

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Seismic Analysis of Multistorey Reinforced Concrete Structures

Abstract

Keywords

How to Cite this Article?

References

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