Indian Journal of Science and Technology
Year: 2016, Volume: 9, Issue: 37, Pages: 1-6
Sunil1*, S. S. Asadi1 and S. R. K. Reddy2
1 KL University, Vaddeswaram - 522502, Andhra Pradesh, India; [email protected]
asadienviron. [email protected]
2 Gudlavalleru Engineering College, Gudlavalleru, Krishna Dist - 521356, Andhra Pradesh, India; [email protected]
*Author for correspondence
Earthquake is a spasm of ground shaking caused due to sudden release of energy in the earth’s crust and bulk of destruction takes place within a short duration of time. Past history records reveal that rate of occurrence of earthquakes is an increasing phenomena. Bitter experiences on failure/collapse of structures, particularly in urban regions, warn the people on importance of constructing earthquake resistant buildings. Local soil conditions and interaction between soil /rock media and the structure indeed affect the response of the structure during an earthquake. In the present investigation, the western region of Hyderabad, part of the capital of Telangana, is chosen as the study area which consists of different soil/ rock profiles at different locations. Free vibration analysis of a multi-storeyed building is carried out when the foundation of similar structure rests on different soil/rock media. Frequencies and time periods are worked out for comparison when the same structure is assumed to be fixed at the base. From the results, it is observed that the variation in time period of the structure increases with decrease of soil stiffness. It is also noticed that soil-structure interaction effect on time period of the structure, particularly in loose soils, is of more significant compared to the variation in structure stiffness.
Keywords: Free vibration, Geomorphology, Shear wave velocity, Soil-structure-interaction, Spring constant, Time period
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