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Comparative Study on Seismic Responses ofMultistorey Building Frame with Infills usingLinear and Nonlinear Analysis

B. Pallavi*, A. Mallika**

* PG Student, Department of Civil Engineering, VNR Vignana Jyothi Institute of Engineering & Technology, Hyderabad, India.

** Professor, Department of Civil Engineering, VNR Vignana Jyothi Institute of Engineering & Technology, Hyderabad, India.

Periodicity:March - May'2017
DOI : https://doi.org/10.26634/jste.6.1.13479

Abstract

The effect of infill walls on the building is generally neglected in the analysis. In fact, an infill wall contributes to the lateral strength and stiffness of the structure. Seismic response analysis of multi-storey building frame with infill was done by modeling the infill wall as an equivalent diagonal strut. For the equivalent diagonal strut, the thickness is taken equal to the thickness of the wall and width of strut as per “Equivalent strut method”. The comparison of seismic responses is done for the multi-storied buildings with infill as an equivalent diagonal strut using linear and non-linear analysis. ETABS software is used for the present study.

Keywords

Linear Analysis, Non-linear Analysis, Equivalent Diagonal Strut, Seismic Responses.

How to Cite this Article?

Pallavi, B., and Mallika, A. (2017). Comparative Study on Seismic Responses of Multistorey Building Frame with Infills using Linear and Nonlinear Analysis . i-manager’s Journal on Structural Engineering, 6(1), 39-44. https://doi.org/10.26634/jste.6.1.13479

References

[1]. Wakchaure M.R, and Ped S.P, (2012). “Earthquake Analysis of High Rise Building with and without Infill wall”. International Journal of Engineering and Innovative Technology, Vol. 2, No. 89, pp. 89-94.

[2]. Nikhil S. Agrawal, and P.B. Kulkarni, (2013). “Static Analysis of Masonry Infilled RC Frame with & without Opening including Soft Storey of Symmetric Building”. In IOSR Journal of Mechanical and Civil Engineering, Vol. 8, No. 1, pp. 78-87.

[3]. Hemant B. Kaushik, Durgesh C. Rai, and Sudhir K. Jain, (2008). “A Rational approach to analytical modeling of masonry infills in reinforced concrete frame buildings”. The th 14 World Conference on Earthquake Engineering, Beijing, China, pp. 12-17.

[4]. P. Reza, M.F. Wahid, and D.M.N. Islam, (2015). “Comparative Study of Bare Frame and Infilled Frame Buildings due to Seismic Load”. In Proceedings of 11th Global Engineering, Science and Technology Conference, Dhaka, Bangladesh.

[5]. Konuralp Girgin, and Kutlu Darilmaz, (2002). “Seismic Response of Infilled Framed Buildings using Pushover Analysis”. Department of Civil Engineering, Istanbul Technical University, 34469.

[6]. Sayed Mahmoud, and Magdy Genidy Hesham Tahoon, (2016). “Time-History Analysis of Reinforced Concrete Frame Buildings with Soft Storeys”. Arabian Journal for Science and Engineering, Vol. 42, No. 3, pp. 1201-1217.

[7]. A. Mallika, (2016). “Study on effect of storey height on the seismic performance of tall braced building”. International Journal of Research in Engineering and Technology, Vol. 5, No. 2, pp. 37-41.

[8]. Indian Standards, (2000). Plain and Reinforced Concrete - Code of Practice (IS 456: 2000). Bureau of Indian Standards, New Delhi, India.

[9]. Indian Standards, (2002). Criteria for Earthquake Resistant Design of Structures. Part 1: General Provisions and Buildings (IS 1893- Part 1: 2002). Bureau of Indian Standards, New Delhi, India.

[10]. Indian Standards, (1987). Code of Practice for Design Loads (Other than Earthquake Loads) for Buildings and Structure (IS 875- Part 2: 1987). Bureau of Indian Standards, New Delhi, India.

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