AN INVESTIGATION OF THE EFFECTIVENESS OF EXISTING BRIDGE DESIGN METHODOLOGY IN PROVIDING ADEQUATE STRUCTURAL RESISTANCE TO SEISMIC DISTURBANCES. PHASE III: ANALYTICAL INVESTIGATIONS OF SEISMIC RESPONSE OF SHORT, SINGLE, OR MULTIPLE-SPAN HIGHWAY BRIDGES
Descriptions are given to the analytical investigations of the seismic response of short, single or multiple-span highway bridges of the type where soil-structure interaction effects are important. Six different mathematical model elements are incorporated into the computer program which possess the capability of performing linear or non-linear analyses. Finite element modeling is used for the backfill soils. Bridge deck, piers, and abutments are modeled using prismatic beam elements. A frictional element is used to model the discontinuous behavior at the interface of backfill soils and abutments. Discontinuous type expansion joint elements are also included.
- See also Phase 2, PB-233 711.
University of California, BerkeleyBerkeley, CA United States 94720
Washington, DC United States 20590
- Chen, M C
- Penzien, J
- Publication Date: 1974-10
- Pagination: 176 p.
- TRT Terms: Backfilling; Bridge abutments; Bridge decks; Bridge piers; Computer aided design; Computer programs; Earth movements (Geophysics); Earthquake resistant structures; Elastic waves; Expansion joints; Finite element method; Flexible structures; Foundations; Highway bridges; Mathematical models; Properties of materials; Reflection; Seismicity; Soil structure; Soils; Structural analysis; Structural design
- Uncontrolled Terms: Earth movements; Soil properties
- Old TRIS Terms: Backfills; Finite elements; Flexible foundations; Seismic reflection
- Subject Areas: Bridges and other structures; Geotechnology; Highways; Materials;
- Accession Number: 00090563
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: FHWA-RD-75- 10 Final Rpt., FCP 35A2-012
- Contract Numbers: FH-11-7798
- Files: NTIS, TRIS, USDOT
- Created Date: May 29 1976 12:00AM