Studies conducted by mathematical simulation and validated by full-scale crash tests were extended to include: (a) parametric studies to predict the behavior of columns smaller and larger than those supporting the prototype structure and (b) simulation of two additional full-scale crash tests using a 5,000 pound vehicle traveling 70 mph. (Author)
Safety Provisions for Support Structures on Overhead Sign Bridges. Volume VI
1971
72 pages
Report
No indication
English
Civil Engineering , Industrial Safety Engineering , Vehicular traffic control , Safety engineering , Columns(Supports) , Highways , Crash tests , Structural analysis , Traffic safety , Joints(Junctions) , Fragility , Mathematical models , Overhead sign bridges , Breakaway road sign supports , Breakaway structures , Highway signs
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