Proposing formulas for the parameters of suspension footbridge hanger systems to eliminate slackness overstress and force oscillations problems

In suspension bridges both inclined and vertical hangers have their advantages and disadvantages. The inclined hangers are more prone to fatigue in comparison with vertical ones, but inclined hangers when encountering lateral loads (such as wind and earthquake loads) react better than vertical hangers. In some cases, some of the inclined hangers show slackness and some get too stressed. In this paper by using a new modication of the hangers system, while keeping the advantages of both systems, the disadvantages of both systems are resolved and slackness phenomenon is completely removed. The new arrangement of the hangers is formulated. Three dierent hanger systems are analyzed under nonlinear static analysis for symmetrical and asymmetrical live loads plus dead loads. Results show that the modied hangers system is improved considerably in comparison with vertical and inclined hangers.