Analysis of Pedestrian Steel Bridge subjected the Seismic Load and Wind Load using Damper at different Span

Siddhesh R. Nagapure; Kirti Padmawar

Research Article

Analysis of Pedestrian Steel Bridge subjected the Seismic Load and Wind Load using Damper at different Span

Paper ID 70
Volume 5, Issue 1
Pages 04-06
Published Online: January-February 2024
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Authors

Siddhesh R. Nagapure¹
Kirti Padmawar²

¹Student of M.TECH Department of Structural Engineering, BIT College Bamni Ballarpur State Maharashtra, India. ²Professor of Department of structural Engineering, BIT College Bamni Ballarpur State Maharashtra, India.

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DOI: No DOI
Published In: Volume 5, Issue 1 (2024)
Published Online: January-February 2024
Pages: 04-06
Article Type: Research Article
Check for updates: No DOI available for cross-reference

References

1) Devraj T.S Shridhar y “behavior of pedestrian steel bridge subjected to seismic load. Volume: 05 issue June 2018
2) Mohammad A. Alhassan Rajai Z Al-Rousan “control of vibration of common pedestrian bridge in Jordan using tuned mass dampers.
3) Umesh Rajshirake Design and construction of pedestrian bridge Navi Mumbai Kharghar.
4) Yi Zhang “Effect of Ground Motion Orientation on Seismic Responses of an Asymmetric Stress Ribbon Pedestrian Bridge”.
5) Deyuan Deng1,2 *, Zhijian Wang3, Xiaoqing Zhang4 and Hongxin Lin5 “Experimental Investigation on pedestrian walking load in steel
footbridge”.Footbridge Design for pedestrian induced vibration.
6) Sabina piras “Footbridge Design for pedestrian induced vibration”.
7) Hassan Mazloum Vibration Behavior of Pedestrian Bridges with Different Construction Systems.

Analysis of Pedestrian Steel Bridge subjected the Seismic Load and Wind Load using Damper at different Span

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References

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