Effect of Bi-directional excitation on a curved bridge with lead rubber bearing-Reference-Cited by-同舟云学术

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Effect of Bi-directional excitation on a curved bridge with lead rubber bearing

Published:2021 Issue: Volume:44 Page:2239-2244
ISSN:2214-7853
Container-title:Materials Today: Proceedings
language:en
Short-container-title:Materials Today: Proceedings

Author:

Gupta Praveen Kumar,Ghosh Goutam^ORCID

Funder

Science and Engineering Research Board

Publisher

Elsevier BV

Subject

General Medicine

Reference20 articles.

1. A lead-rubber shear damper;Robinson;Bull. N. Z. Natl. Soc. Earthq. Eng.,1977

2. Design methods for bridges on lead-rubber bearings;Turkington;J. Struct. Eng.,1989

3. Seismic response modification device elements for bridge structures- developments and verification;Abrahamson;Comput. Struct.,2003

4. The study of the design parameter of lead rubber bearing;Wang;Appl. Mech. Mat.,2012

5. Seismic safety assessment of base-Isolated buildings using lead-rubber bearings;Yang;Earthq. Spect.,2019

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1. Study on response of a new double story isolated structure under earthquakes;EARTHQ STRUCT;2024

2. Effect of radius of curvature on the seismic response of curved bridges;IOP Conference Series: Earth and Environmental Science;2024-06-01

3. Seismic behaviour of the curved bridge with friction pendulum system;Journal of Asian Architecture and Building Engineering;2023-12-05

4. Comparative analysis of T-shaped base isolated building under far fault and near fault earthquake;Asian Journal of Civil Engineering;2023-10-26

5. Efficacy of a curved bridge with isolation bearing under seismic loading;Asian Journal of Civil Engineering;2023-10-11

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