Proposing a New Model of Hangers in Pedestrian Suspension Bridges to Solve Hangers Slackness Problem

ISSN Print: 1947-3931
ISSN Online: 1947-394X
www.scirp.org/journal/eng
E-mail: eng@scirp.org

"Proposing a New Model of Hangers in Pedestrian Suspension Bridges to Solve Hangers Slackness Problem"
written by Majid Barghian, Hadi Moghadasi Faridani,
published by Engineering, Vol.3 No.4, 2011

has been cited by the following article(s):

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[3]	Improvement of Dynamic Behavior of Suspension Footbridges by Modification on Hangers System Arrangement
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[4]	Trail bridges in Nepal: bridges to prosperity
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[5]	Parametric study of structural behavior of Self anchored suspension bridge
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[6]	双塔悬索桥钢箱梁疲劳损伤典型部位研究
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[7]	Proposing formulas for the parameters of suspension footbridge hanger systems to eliminate slackness, overstress and force oscillations problems
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[8]	Proposing Formulas for the Parameters of Suspension Footbridge Hangers System to Eliminate Slackness, Overstress and Force Oscillations Problems
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[9]	The Opportunity and Challenge of Pension Services
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[2]	Investigation of the structural behaviors of Bosphorus suspension bridge with vertical hangers replaced by inclined hangers Alexandria Engineering Journal, 2023 DOI:10.1016/j.aej.2022.10.041

[3]	Construction monitoring and load testing of a pedestrian suspension bridge in China Proceedings of the Institution of Civil Engineers - Civil Engineering, 2022 DOI:10.1680/jcien.21.00116

[4]	Formulating the optimum parameters of modified hanger system in the cable-arch bridge to restrain force fluctuation and overstressing problems Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2020 DOI:10.1007/s40430-020-02513-0