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Original Article
Comparison of Asymmetric and Symmetric RCC Building with Soil Structure Interaction by Dynamic Loading
Maheshwari Pimpalshende1
Priti Rana2
1M. Tech Student, Department of Structural and Construction Engineering, Ballarpur Institute of Technology, Maharashtra, India. 2Assistant Professor, Department of Structural and Construction Engineering, Ballarpur Institute of Technology, Maharashtra, India.
Published Online: May-June 2024
Pages: 44-51
Cite this article
↗ https://www.doi.org/10.59256/ijrtmr.20240403009
References
1. Dynamic performance of L shaped asymmetric building with soil Structure interaction by Debi Prasad Das1*, Diptesh Das2, Pijush
Topdar3 and Bibhuti Bhusan Ghosh.
2. A Comparative Study on Analysis of Symmetric and Asymmetric Building Structure by S.M. Hashmi, Mohammed Azeem Uddin
3. Seismic Response Analysis of Symmetrical and Asymmetrical High-Rise Structures in Seismic ZoneII by G.V.S. Siva Prasad1Dr.P.
Jyotsna devi, Manikanta Patnaik,
4. Seismic behaviors of Symmetric and Asymmetrical Multi Storied Building: A Review by Dipak Pawar1, Asst.Prof.C.M. Deshmukh2 ,
Dr.S.S.Kadam
5. analysis and design of symmetric and asymmetric Building frame subjected to gravity load by Divya Vishnoi
6. Seismic Performance of Symmetric and Asymmetric Multi-Storied Buildings by Sammelan Pokharel, S. Lakshmi Ganesh, G. Sabarish
Topdar3 and Bibhuti Bhusan Ghosh.
2. A Comparative Study on Analysis of Symmetric and Asymmetric Building Structure by S.M. Hashmi, Mohammed Azeem Uddin
3. Seismic Response Analysis of Symmetrical and Asymmetrical High-Rise Structures in Seismic ZoneII by G.V.S. Siva Prasad1Dr.P.
Jyotsna devi, Manikanta Patnaik,
4. Seismic behaviors of Symmetric and Asymmetrical Multi Storied Building: A Review by Dipak Pawar1, Asst.Prof.C.M. Deshmukh2 ,
Dr.S.S.Kadam
5. analysis and design of symmetric and asymmetric Building frame subjected to gravity load by Divya Vishnoi
6. Seismic Performance of Symmetric and Asymmetric Multi-Storied Buildings by Sammelan Pokharel, S. Lakshmi Ganesh, G. Sabarish
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