Date

1960

Document Type

Thesis

Degree

Master of Science

Department

Mechanical Engineering

First Adviser

Beer, Ferdinand P.

Abstract

A study is made of a mathematical model suggested by the flow of traffic over a simply supported bridge. This is extended, albeit rather crudely, to the case of a suspension bridge. The response function of this model of a bridge is obtained for two cases: a simple span and a suspension bridge.

Comments

Former department name: Engineering Mechanics

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