Comparative analysis of T-shaped base isolated building under far fault and near fault earthquake
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00911-y.pdf
Reference56 articles.
1. Agrawal, A. K., & Amjadian, M. (2021). Seismic component devices. Innovative Bridge Design Handbook: Construction, Rehabilitation and Maintenance (pp. 637–662). https://doi.org/10.1016/B978-0-12-823550-8.00027-5
2. Agarwal, P., & Shrikhande, M. (2011). In A. K. Ghosh (Ed.) Earthquake Resistant Design of Structures, 9th edn). PHI Learning Private Limited.
3. Agrawal, S., Gupta, P. K., & Ghosh, G. (2023). A comparative assessment on the response of isolated curved bridges with varying radius of curvature. Asian Journal of Civil Engineering. https://doi.org/10.1007/s42107-023-00888-8
4. Bhandari, M., Bharti, S. D., Shrimali, M. K., & Datta, T. K. (2018a). The numerical study of base-isolated buildings under near-field and far-field earthquakes. Journal of Earthquake Engineering, 22(6), 989–1007. https://doi.org/10.1080/13632469.2016.1269698
5. Bhandari, M., Bharti, S. D., Shrimali, M. K., & Datta, T. K. (2018b). Assessment of proposed lateral load patterns in pushover analysis for base-isolated frames. Engineering Structures, 175, 531–548. https://doi.org/10.1016/J.ENGSTRUCT.2018.08.080
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