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Original Article

Analysis of Pedestrian Steel Bridge Subjected the Seismic Load And Wind Load Using Damper at Different Span

Siddhesh R. Nagapure1 Kirti Padmawar2
1Student of M. TECH, Department of Structural Engineering, BIT College Bamni Ballarpur, Maharastra, India. 2Professor, Department of structural Engineering, BIT College Bamni Ballarpur, Maharashtra, India.

Published Online: May-June 2024

Pages: 35-43

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.
8. Haris Ali, Dr. Shobha Ram (2020) , the numerical design and analysis isolated single span pedestrian bridge under seismic load,
9. Mallikarjun I Pattanashetti, Deepak Patil, the dynamic analysis of pedestrian steel bridge,
10. Hassan Mazloum (2023) Vibration Behavior of Pedestrian Bridges with Different Construction Systems.
11. Reina El Dahr, Xenofon Lignos, Spyridon Papavieros and Ioannis Vaya (2023) Dynamic Assessment of the Structural Behavior of a
Pedestrian Bridge Aiming to Characterize and Evaluate Its Comfort Level The assessment of infrastructure integrity is considered
paramount to verify its structural health and to build its resilience.
12. Zhaolan Wei, Mengting Lv, Siyin Wu, Minghui Shen, Meng Yan 2, Shaomin Jia , Yi Bao , Peng Han and Zuyin Zou (2022) ,the Lateral
Vibration Control of Long-Span Small-Radius Curved Steel Box Girder Pedestrian Bridge with Distributed Multiple Tuned Mass
Damper.

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