The experimental segmental bridge considered in this report was designed by the Pennsylvania Department of Transportation and constructed at The Pennsylvania Transportation Research Facility, The Pennsylvania State University. The objectives this report were (1) to make field measurements on a full-scale bridge; (2) to study overload behavior to establish actual safety factors; (3) to make a crack survey of the bridge before and after testing; and (4) to develop an analytical procedure capable of predicting the complete post-elastic response of the bridge.
Overload Testing of an Experimental Segmental Bridge
1982
229 pages
Report
No indication
English
Tema Archive | 1973