Seismic Response of Multistoried Building Considering Effect of Cohesive and Non-Cohesive Soil

Authors

  • Aniket S. Deshmukh  M.TECH, Structural Engineering, GHRAET, Nagpur, Maharashtra, India
  • Dr. Tushar G. Shende  Head of Civil Engineering Department of GHRAET, Nagpur, Maharashtra, India

DOI:

https://doi.org//10.32628/IJSRST1962165

Keywords:

Cohesive and Non-Cohesive Soil, Soil-Structure Interaction (SSI), Time History Method.

Abstract

The response of a structure under earthquake loading is directly associated with the response of soil to ground shaking. Thus, the extent and degree of damage during an earthquake is mainly influenced by the response of soil to ground vibrations. Therefore, it is vital to evaluate the response of soil due to ground vibration. Though the structures are supported on soil, most of the designers do not consider the soil structure interaction and its subsequent effect on structure during an earthquake. Different soil properties can affect seismic waves as they pass through a soil layer. When a structure is subjected to an earthquake excitation, it interacts the foundation and soil, and thus changes the motion of the ground. It means that the movement of the whole ground structure system is influenced by type of soil as well as by the type of structure. The present study is an effort towards analysis of the structure during the earthquake. G+10 stories residential building is considered. To study various parameters such as shear force, bending moment, storey drifts, storey shear, lateral displacement.

References

  1. IS: 1893 (Part 1) – 2016; “Criteria for Earthquake Resistant Design of Structures – general provisions and buildings”; Bureau of Indian Standards, New Delhi.
  2. Jagadish ponraj Nadar, ”Soil Structure Interaction of Tall Buildings “, International Journal of Computer Applications (0975 – 8887) International Conference on Quality Up-gradation in Engineering, Science and Technology (ICQUEST2015)
  3. Dange Swati, "Effect of soil structure interaction (SSI) on the analysis and design of RC framed buildings" | IJMER | ISSN: 2249–6645 | www.ijmer.com | Vol. 6 | Iss. 5 | May 2016 | 44 |
  4. B. Ravi Sankar, ”Designing an Isolated Footing in Cohesive and Non-Cohesive Soils”, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 13, Issue 1 Ver. VI (Jan- Feb. 2016), PP 68-71
  5. Basavanagowda G. M G. M Basavanagowda, Govindaraju .L, “Influence of Stratified Soil on Seismic Response of Pile Supported Building”,International Journal of Advance Research, Ideas and Innovations in echnology 2017.
  6. S.A.Rasal, Chore H.S, P.A.Dode, “INTERACTION OF FRAME WITH PILE FOUNDATION”, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) ISSN: 2278-1684, PP: 59-62 www.iosrjournals.org Second International Conference on Emerging Trends in Engineering (SICETE)
  7. Janardhan Shanmugam,” Analysis of Soil Structure Interaction in Framed Structure”, International Journal of Computer Applications (0975 – 8887) International Conference on Quality Up-gradation in Engineering, Science and Technology (ICQUEST2015) 11
  8. Preeti Codoori,” Seismic Analysis of Soil-pile Interaction under Various Soil Conditions”, International Journal of Applied Engineering Research ISSN 0973-4562 Volume 12, Number 18 (2017) pp. 7566-7571 © Research India Publications. http://www.ripublication.com
  9. Bhavani Shankar , Dheekshith K,”COMPARATIVE STUDY ON SEISMIC ANALYSIS OF SOIL STRUCTURE INTERACTION WITH VARIOUS SOIL PROPERTIES BY VARYING FLOOR LEVELS”, International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 10 | Oct -2016 www.irjet.net p-ISSN: 2395-0072
  10. Chinmayi H.K., Jayalekshmi B.R.,”Soil-Structure interaction effects on seismic response of a 16 storey RC framed building with shear wall”, American Journal of Engineering Research (AJER),2013, e-ISSN : 2320-0847 p-ISSN : 2320-0936 Volume-2 pp-53-58 www.ajer.org Research Paper Open Access
  11. Bhattacharya. K, and Dutta, S.C and Rana Roy, “Seismic Design Aids for Buildings incorporating Soil-flexibility”, Journal of Asian Architecture and Building Engineering, November 2006, pp 341-348.
  12. Ravikumar C M, Babu Narayan K, Sujith B and Venkat Reddy, “Effect of Irregular Configurations on Seismic Vulnerability of RC Buildings”, Department of Civil Engineering, National Institute of Technology, Surathkal.
  13. Bhattacharya. K, and Dutta, S.C, “Assessing lateral period of building frames incorporating Soil-flexibility”, Journal of Sound and Vibration, Dec-2004, pp 795-821.
  14.  Prabhat Kumar A.D. Pandey, and Sharad Sharma, "Seismic soil- structure interaction of buildings onhill slopes", Journalof Civiland Structural Engineering, 2011.
  15. Kraus & D. Dzakic, “Soil-structure interaction effects on seismic behavior of reinforced concrete frames”, JosipJurajStrossmayer University of Osijek, Faculty of Civil Engineering Osijek, Croatia
  16. Jenifer, Priyanka,R.M. and Anand,N.2012, “Effect of lateral force on tall buildings with different type of irregularities.”, In Proceedings of the INCACMA Conference on Advances in Construction, Manufacturing and Automation Research
  17. Dr. S. A. Halkude, Mr. M. G. Kalyanshetti and Mr. S. H. Kalyani, “Soil Structure Interaction Effect on Seismic Response of R.C. Frames with Isolated Footing”, Civil Engg. Dept. Walchand Institute of Technology, Solapur, Solapur University, India Vol. 3 Issue 1, January – 2014.

Downloads

Published

2019-04-30

Issue

Section

Research Articles

How to Cite

[1]
Aniket S. Deshmukh, Dr. Tushar G. Shende, " Seismic Response of Multistoried Building Considering Effect of Cohesive and Non-Cohesive Soil, International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011, Volume 6, Issue 2, pp.744-755, March-April-2019. Available at doi : https://doi.org/10.32628/IJSRST1962165