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Correlation of Theoretical and Experimental Data for Highway Bridges. Volume II. Military Loading
A computer program analytical routine 'SSAP-2' is used to correlate a theoretical finite element analysis with experimental results for three typical two-lane multi-span girder and slab highway bridges in Tennessee. The programmed response for a fourth bridge is also included. All three bridges gave excellent correlation between predicted and experimental responses for deflection and moment distribution of the HET-70 loading to the main carrying members of the bridge. It is concluded that maximum stresses induced by future unique heavy military loads can be compared on a timely basis with the highway bridge structure's load carrying capability by use of the computerized theoretical method.
Correlation of Theoretical and Experimental Data for Highway Bridges. Volume II. Military Loading
A computer program analytical routine 'SSAP-2' is used to correlate a theoretical finite element analysis with experimental results for three typical two-lane multi-span girder and slab highway bridges in Tennessee. The programmed response for a fourth bridge is also included. All three bridges gave excellent correlation between predicted and experimental responses for deflection and moment distribution of the HET-70 loading to the main carrying members of the bridge. It is concluded that maximum stresses induced by future unique heavy military loads can be compared on a timely basis with the highway bridge structure's load carrying capability by use of the computerized theoretical method.
Correlation of Theoretical and Experimental Data for Highway Bridges. Volume II. Military Loading
H. A. Miklofsky (Autor:in)
1975
182 pages
Report
Keine Angabe
Englisch
Highway Engineering , Civil Engineering , Highway bridges , Dynamic loads , Girder bridges , Concrete slabs , Finite element analysis , Dynamic response , Computer programming , Tennessee , SSAP2 computer program , HET-70 trailers , M-60 tanks , IBM 360 computers , Honeywell 6060 computers , DOT/4CZ/CB
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