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- Vol. 5 Issue 1
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Review Paper on Comparison of Asymmetric and Symmetric RCC Building with Soil Structure Interaction by Dynamic Loading
Authors
1M. Tech Student, Structural and Construction Engineering Department, Ballarpur Institute of Technology, Maharashtra, India. 2Assistant Professor, Structural and Construction Engineering Department, Ballarpur Institute of Technology, Maharashtra, India.
Article Information
- DOI
- No DOI
- Published In
- Volume 5, Issue 1 (2024)
- Published Online
- January-February 2024
- Pages
- 07-09
- Article Type
- Research Article
- Check for updates
- No DOI available for cross-reference
Abstract
View PDFMulti story building are very much common in the urban area nowadays due to scarcity of land and increase in the cost of land. Most of the structure are not in regular either in shape and mass distribution. But the performance of structure will not be good as regular symmetric type structure. A plan asymmetric having L shaped normally exhibits a complex response under dynamic loads. In this research work, effect of change of height and change of number of bays are studied separately with soil structure interaction. In recent years, due to demand in aesthetical view and architectural design, people want unique in building so the building are designed with irregularities. Using software is used for modelling and studying the various parameter such as story drift, displacement, time period and story shear
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