Seismic Response of RC Building with and without Infill Walls Considering Nonlinearity of Soil

P. S. Bhurse*, S. S. Sanghai**
* Departmental Civil Engineering, Tulsiramji Gaikwad-Patil College of Engineering and Technology, Nagpur, Maharashtra, India.
** Department of Civil Engineering, G. H. Raisoni College of Engineering, Nagpur, Maharashtra, India.
Periodicity:June - August'2019
DOI : https://doi.org/10.26634/jste.8.2.15983

Abstract

In the last few years, the tall, proportioned and irregular structure exhibits more risks during earthquakes. This happens mainly due to seismic influence and local field response, which get transfer to the structure and vice versa. This can be clarified by the soil structure interaction and infill strut panel analysis. In this paper, G+3 and G+7 storey buildings with the isolated foundation system are considered for analysis. The soil model assumed homogenous three diverse soil strata. The reaction of the structure in terms of Soil Structure Interaction (SSI) parameters underneath dynamic loading for wellknown foundation systems and provided infill strut panel to the structure has been considered and evaluated the soil structure interaction. A relative and parametric study is conceded out with the help of joint displacement, axial force, maximum bending moment, shear force, fundamental time period, etc.

Keywords

Infill Walls, Soil Structure Interaction (SSI), Time History Analysis, Equivalent Diagonal Strut Method.

How to Cite this Article?

Bhurse, P. S., & Sanghai, S. S. (2019). Seismic Response of RC Building With and Without Infill Walls Considering Nonlinearity of Soil, i-manager's Journal on Structural Engineering, 8(2), 9-18. https://doi.org/10.26634/jste.8.2.15983

References

[1]. Badry, P., & Satyam, N. (2017). Seismic soil structure interaction analysis of piled raft supported asymmetrical buildings. Journal of Asian Earth Sciences,133(1),102- 113. https://doi.org/10.1016/j.jseaes.2016.03.014
[2]. Baghi, H., Oliveira, A., Cavaco, E., Neves, L., & Júlio, E. (2018). Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load. Engineering Structures, 171, 476-487. https://doi.org/10.1016/ j.engstruct.2018.06.001
[3]. Bureau of Indian Standards. (1987). Code of practice for design loads (other than earthquake) for buildings and structures. Part I, Dead loads (second revision), IS-875- 1987. New Delhi, India.
[4]. Bureau of Indian Standards. (1987). Code of practice for design loads (other than earthquake) for buildings and structures. Part II, Imposed loads (second revision), IS-875- 1987. New Delhi, India.
[5]. Bureau of Indian Standards. (2016). Criteria for earthquake design of the structure (IS 1893 [PART1]: 2016). New Delhi, India.
[6]. Celebi, E., Göktepe, F., & Karahan, N. (2012). Nonlinear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction. Natural Hazards and Earth System Sciences, 12(11), 3495-3505. https://doi.org/10.5194/nhess-12- 3495-2012
[7]. Choi, H., Sanada, Y., & Nakano, Y. (2017). Diagonal strut mechanism of URM wall infilled RC frame for multi bays. Procedia Engineering, 210, 409-416. https://doi.org/10.1016/j.proeng.2017.11.095
[8]. Cruz, C., & Miranda, E. (2017). Evaluation of soil- structure interaction effects on the damping ratios of buildings subjected to earthquakes. Soil Dynamics and Earthquake Engineering, 100, 183-195. https://doi.org/10.1016/j.soildyn.2017.05.034
[9]. Das, D., & Murty, C. V. R. (2004). Brick Masonry infills in seismic design of RC framed buildings: Part 1-Cost implications. Indian Concrete Journal, 78(7), 39-44.
[10]. Dutta, S. C., Bhattacharya, K., & Roy, R. (2004). Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction. Soil Dynamics and Earthquake Engineering, 24(12), 893-914. https://doi.org/10.1016/j.soildyn.2004.07.001
[11]. Furtado, A., Rodrigues, H., Arêde, A., Varum, H., Grubišić, M., & Šipoš, T. K. (2018). Prediction of the earthquake response of a three-storey infilled RC structure. Engineering Structures, 171, 214-235. https://doi.org/10.1016/j.engstruct.2018.05.054
[12]. Jayalekshmi, B. R., & Chinmayi, H. K. (2014). Effect of soil flexibility on seismic force evaluation of rc framed buildings with shear wall: A comparative study of IS 1893 and EUROCODE8. Journal of Structures, 2014, 15. https://doi.org/10.1155/2014/493745
[13]. Kose, M. M. (2009). Parameters affecting the fundamental period of RC buildings with infill walls. Engineering Structures, 31(1), 93-102. https://doi.org/ 10.1016/j.engstruct.2008.07.017
[14]. Lee, H. H. (2018). Finite Element Simulations with ANSYS Workbench 18. SDC publications.
[15]. Perrone, D., Leone, M., & Aiello, M. A. (2017). Nonlinear behaviour of masonry in filled RC frames: Influence of masonry mechanical properties. Engineering Structures, 150, 875-891. https://doi.org/10.1016/ j.engstruct.2017.08.001
[16]. Pulikanti, S., & Ramancharla, P. K. (2014). SSI analysis of framed structure supported on pile foundations-with and without interface elements. Frontiers in Geotechnical Engineering (FGE), 1(3).
[17]. Ravishankar, P., & Satyam, N. (2013). Finite element modeling to study soil structure interaction of asymmetrical tall building. International Journal of Science and Technology and Engineering, 3(11).
[18]. Sunny, N. A., & Mathai, A. (2017). Soil-structure interaction analysis of multistorey building. International Journal of Science Technology & Engineering, 3(11).
[19]. Vasilev, G., Parvanova, S., Dineva, P., & Wuttke, F. (2015). Soil-structure interaction using BEM–FEM coupling through ANSYS software package. Soil Dynamics and Earthquake Engineering, 70, 104-117. https://doi.org/ 10.1016/j.soildyn.2014.12.007

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