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.
- See also Volume 1, PB-245 812.
Washington, DC USA 20590
University of Arizona, TucsonDepartment of Civil Engineering
Tucson, AZ USA 85721-0072
- Miklofsky, H A
- Publication Date: 1975-2
- Pagination: 182 p.
- TRT Terms: Analysis; Bridges; Computer programming; Computer programs; Concrete; Dynamic loads; Finite element method; Girder bridges; Highway bridges; Highway capacity; Loads; Slabs
- Uncontrolled Terms: Bridge capacity; Dynamic response; Loading
- Geographic Terms: Tennessee
- Old TRIS Terms: Finite elements
- Subject Areas: Bridges and other structures; Highways;
- Accession Number: 00093477
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: FHWA-RD-75- 77 Final Rpt., FCP 25F2-022
- Contract Numbers: P0-3-1-1890
- Files: NTIS, TRIS, USDOT
- Created Date: Jan 14 1976 12:00AM