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Improvement of Dynamic Behavior of Suspension Footbridges by Modification on Hangers' System Arrangement | ||
| AUT Journal of Civil Engineering | ||
| مقاله 8، دوره 5، شماره 1، خرداد 2021، صفحه 129-144 اصل مقاله (1.8 M) | ||
| نوع مقاله: Research Article | ||
| شناسه دیجیتال (DOI): 10.22060/ajce.2020.17820.5648 | ||
| نویسندگان | ||
| Alireza Mehrgan* 1؛ Majid Barghian2 | ||
| 1Department of Structural Engineering, Faculty of Engineering, Azad university of Ahar | ||
| 2Department of Structural Engineering, Faculty of Engineering, Tabriz University | ||
| چکیده | ||
| The hanger systems of the footbridges are used in two vertical and inclined forms. Both systems have their advantages and disadvantages. The inclined hangers are more prone to slackness and fatigue phenomenon, and are stressed too much. There is no much slackness, fatigue phenomenon and overstress in the vertical system, but this system is more prone to vertical vibration at low frequencies than inclined ones. In recent years, a new modification has been made to eliminate deficiencies in the inclined hanger system. In the modified system, the slackness phenomenon has been removed completely and the force variations of two adjacent hangers have been reduced significantly. In this study, modeling and analysis of the footbridge were performed with CSI Bridge software and the disadvantages of the old modified hanger system are eliminated by proposing a new modified hanger system. A modal analysis was also carried out to compare the dynamic characteristic such as natural modes and frequencies on a footbridge with the vertical, inclined, old modified, and new modified hanger systems. Results showed that the new modified hanger system was improved compared with the old one in the terms of vertical vibration mode so that the new system had no vertical frequency in the pedestrian vertical frequency range. | ||
| کلیدواژه‌ها | ||
| Vertical hanger؛ inclined hanger؛ modified hanger؛ lateral mode؛ vertical mode | ||
| مراجع | ||
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[1] C. Heinemeyer, M. Feldmann, European design guide for footbridge vibration, in: Footbridge vibration design, CRC Press, 2009, pp. 13-30. [2] M.-H. Huang, Dynamic characteristics of slender suspension footbridges, PhD, 2006. [3] Š. Grandić, Serviceability verification of pedestrian bridges under pedestrian loading, Croatian Journal of Education, 22(02) (2015) 10. [4] B. Samadi, G. Zamani Ahari, Dynamic Analysis of Suspension Footbridges Using an Actual Pedestrian Load Model Compared with EUR23984 EN Requirements, International Journal of Engineering, 32(10) (2019) 1379-1387. [5] O. Kratochvíl, J. Križan, Bridge Analysis Structure under Human Induced Dynamic Load, in: Proceedings of World Academy of Science, Engineering and Technology, World Academy of Science, Engineering and Technology, 2012, pp. 841-846. [6] G. Sedlacek, C. Heinemeyer, Design of lightweight footbridges for human induced vibrations, 2006. [7] N.J. Gimsing, Cable supported bridges: concept & design, 1998. [8] M. Barghian, H.M. Faridani, Proposing a New Model of Hangers in Pedestrian Suspension Bridges to Solve Hangers Slackness Problem, Engineering, Vol.03No.04 (2011) 4. [9] H.M. Faridani, M. Barghian, Improvement of dynamic performances of suspension footbridges by modifying the hanger systems, Engineering Structures, 34 (2012) 52-68. [10] H.M. Faridani, L. Moghadasi, Influence of hanger system on structural behaviour of suspension footbridges under pedestrian dynamic loads, The IES Journal Part A: Civil & Structural Engineering, 5(4) (2012) 240-252. [11] H.M. Faridani, L. Moghadasi, INVESTIGATION OF SOME STRUCTURAL BEHAVIORS OF SUSPENSION FOOTBRIDGES WITH SOIL-STRUCTURE INTERACTION, International Journal of Advances in Engineering & Technology, 4(1) (2012) 1. [12] A. Mehrgan, M. Barghian, Proposing Formulas for the Parameters of Suspension Footbridge Hangers System to Eliminate Slackness, Overstress and Force Oscillations Problems, Scientia Iranica, 22(4) (2015) 1490-1498. [13] AFGC, Footbridges – assessment of vibrational behaviour of footbridges under pedestrian loading, 2006. | ||
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آمار تعداد مشاهده مقاله: 519 تعداد دریافت فایل اصل مقاله: 566 |
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