Seismic behaviour of the curved bridge with friction pendulum system-Reference-Cited by-同舟云学术

Seismic behaviour of the curved bridge with friction pendulum system

Published:2023-12-05 Issue: Volume: Page:1-14
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Gupta Praveen Kumar¹,Agrawal Suyesha²,Ghosh Goutam³,S Prasanth⁴,Kumar Virendra⁵,Paramasivam Prabhu⁶

Affiliation:

1. Department of Civil Engineering, National Forensic Sciences University, Gandhinagar, Gujarat, India

2. Department of Civil Engineering, GLA University, Mathura, UP, India

3. Department of Civil Engineering, Motilal Nehru National Institute of Technology Allahabad, Prayagraj, India

4. Centre for Disaster Mitigation and Management, Vellore Institute of Technology, Vellore, India

5. Department of Mechanical Engineering, Harcourt Butler Technical University, Kanpur, India

6. Department of Mechanical Engineering, CoE&T, Mattu University, Mettu, Ethiopia

Funder

support was received

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13467581.2023.2292089

Reference53 articles.

1. A comparative assessment on the response of isolated curved bridges with varying radius of curvature

2. Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations

3. Berkeley U. 2014. PEER (Pacific Earthquake Engineering Center) . http://ngawest2.berkeley.edu.

4. Box, P. O., I. Buckle, R. Cassano, J. H. Gates, J. O. Jirsa, J. R. Libby, J. P. Nicoletti, and M. S. Power. 1996. Criteria for California Bridges. Redwood, California: Applied Technology Council.

5. A high performance hybrid passive base‐isolated system