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- W87497340 abstract "While the analysis of suspension bridges under live loads is a relatively well researched subject, only within recent years (circa early 1970s) have more exact formulations been restudied, owing to the introduction of much more powerful computer systems. This paper presents a new formulation that appears to have some advantages over other recent studies. The key element in this formulation is that differential equations of suspension bridge displacements are transformed into integral equations. While to mathematicians an integral equation represents an exact solution so that the result may properly be termed a new solution to the suspended bridge equations, engineers require more--specifically, an explicit statement of the unknowns. To carry out this next step, therefore, an algorithm is introduced that is essentially numerical in nature. In this work, the basic principal behind the solution of cable displacement problem under general cable properties and loading conditions is studied, cable displacement equations are derived, and a method of solution is given." @default.
- W87497340 created "2016-06-24" @default.
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- W87497340 date "1974-01-01" @default.
- W87497340 modified "2023-09-26" @default.
- W87497340 title "SUSPENSION BRIDGE ANALYSIS BY INTEGRAL EQUATIONS" @default.
- W87497340 hasPublicationYear "1974" @default.
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