Study of dynamic behavior of I-beam type bridges with span lengths in range between 20 and 78 ft traversed by heavy vehicles; factors affecting dynamic response of bridges including speed of vehicle, spacing of vehicle axles, dynamic conditions of bridge and vehicle as vehicle enters on span, and unevenness of bridge surface are considered.
Dynamic behavior of simple-span highway bridges
Nat Research Council -- Highway Research Board -- Bul
1961
26 pages
Article (Journal)
English
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