Open AccessSeismic Response of Multistoried Building Considering Effect of Cohesive and Non-Cohesive Soil
Author(s) -
Aniket S. Deshmukh,
Tushar G. Shende
Publication year - 2019
Publication title -
international journal of scientific research in science and technology
Language(s) - English
Resource type - Journals
eISSN - 2395-602X
pISSN - 2395-6011
DOI - 10.32628/ijsrst1962165
Subject(s) - bending moment , geotechnical engineering , soil structure interaction , foundation (evidence) , geology , vibration , soil structure , structural engineering , shear (geology) , ground motion , soil type , environmental science , seismology , engineering , soil water , soil science , finite element method , physics , acoustics , petrology , archaeology , history
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.