Response of highway bridges under passage of vehicles is studied; bridge is idealized as damped linear system and special renewal counting process is used to represent vehicular traffic; response of bridge is then considered as filtered renewal process; method is developed to obtain, numerically, response quantities such as probability density function and expected rate of threshold crossings; example is given. (26456)
Response of highway bridges to renewal traffic loads
ASCE, J Eng Mech Div
1969
17 pages
Article (Journal)
English
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