Submit your paper : editorIJETjournal@gmail.com Paper Title : ANALYSIS AND DESIGN OF COMMERCIAL BUILDING RESTING ON DIFFERENT SOIL CONDITIONS USING STAAD.PRO ISSN : 2395-1303 Year of Publication : 2021 10.29126/23951303/IJET-V7I2P13 MLA Style: -C MANO ABIRAMI, Srihari, Dr.S. Suresh babu , " ANALYSIS AND DESIGN OF COMMERCIAL BUILDING RESTING ON DIFFERENT SOIL CONDITIONS USING STAAD.PRO " Volume 7 - Issue 2 March - April,2021 International Journal of Engineering and Techniques (IJET) ,ISSN:2395-1303 , www.ijetjournal.org APA Style: -C MANO ABIRAMI, Srihari, Dr.S. Suresh babu , " ANALYSIS AND DESIGN OF COMMERCIAL BUILDING RESTING ON DIFFERENT SOIL CONDITIONS USING STAAD.PRO " Volume 7 - Issue 2 March - April,2021 International Journal of Engineering and Techniques (IJET) ,ISSN:2395-1303 , www.ijetjournal.org Abstract - Buildings are subjected to different earthquake loading and behaves differently with diversification in the types of soil condition, such as dense soil, medium and soft soil. 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 with 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. As the seismic waves transfer from the ground which consist of alteration in soil properties and performs differently according to soil’s respective properties. In this study, different soil strata are taken and corresponding base shear and lateral displacement is determined with G+5, and the very severe seismic condition (zone 5). IS 1893: 2002 “Criteria for Earthquake Resistant Design of Structures” gives response spectrum for different types of soil such as hard, medium and soft. A building is modeled in STAAD with different soil properties. After that check for different parameter like base shear, story displacement Reference 1. 1]. Anand, N. and Mightraj, C. 2010. “Seismic behavior of RCC shear wall under different soil conditions” In Proceedings of the Indian Geotechnical Conference on Geo-trends 2. [A.D. Pandey, Prabhat Kumar and Sharad Sharma "Seismic soilstructure interaction of buildings on hill slopes", Journal of Civil and Structural Engineering, 2011.3. Jenifer Priyanka, R.M. and Anand, N. 012. “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 Constantinou, M.C., kneifati, M.C. (1986). 4. Effect of soil-structure interaction on damping and frequencies of base-isolated structures, the 3rd US national conference on earthquake engineering. 1: 671-681. 5. Novak, M., Henderson, P. (1989). Base isolated buildings with soil-structure interaction. Earthquake Engineering Structural Dynamic. 18: 751-765. 6. Kelly, J.M. (1991). Shake table tests of long period isolation system for nuclear facilities at soft soil sites, UBC/EERC-91/03, University of California at Berkeley. 7. Kelly, J. M. (1996). Earthquake-Resistant Design with Rubber. 2nd edition, London,Springer. International Conference of Building Officials. 8. Spyrakos, C.C. and Vlassis, A.G. (2002) Effect of soil-structure interaction on seismically isolated bridges, Journal of Earthquake Engineering. 6: 3, 391-429. 9. Tsai, C.S., Chen, C.S. and Chen, B.J. (2004). Effects of unbounded media on seismic responses of FPS-isolated structures, Journal of Structural Control Health Monitoring. 11: 1-20. 10. Spyrakos, C.C., Maniatakis, Ch.A., Koutromanos, I.A. (2009). Soil-structure interaction effects on base-isolated buildings founded on soil stratum, Engineering Structures, 729-737 11. Chen, A. C. T., and Chen, W. F. 1975. Constitutive Relations for Concrete. Journal of Engineering Mechanics Division, ASCE, 101(4), 465-481. 12. Choi, B. J., Kim, K. Y., Kim, C. H., and Kim, T. Y. 2009. Experimental Compression Behavior of Stiffened Steel Plate Concrete (SSC) Structures under Compression Loading. Proceedings of 20th International Conference on Structural Mechanics in Reactor Technology (SMiRT 20), Espoo, Finland, August 9-14, Division 5, Paper 2008. 13. CSA. 2009. Limit states design of steel structures. CAN/CSA-S16-09, Canadian Standards Association, Toronto, ON. 14. Darwin, D., and Pecknold, D. A. 1977. Nonlinear Biaxial Stress-Strain Law for Concrete. Keywords - Soil condition, Earthquake, STAAD. |