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Seismic Design of Bridges Design Example No. 3: Single Span AASHTO Precast Girder Bridge.


PB97141329

Publication Date 1996
Personal Author Mast, R.; Marsh, L.; Spry, C.; Johnson, S.; Griebenow, R.; Guarre, J.; Wilson, W.
Page Count 126
Abstract This document describes one of seven seismic design examples that illustrate 'how' to apply AASHTO's seismic analysis and design requirements on actual different bridge types across the United States. Each provides a complete set of 'designer's notes' covering the seismic analysis, design, and details for that particular bridge including flow charts, references to applicable AASHTO requirements, and thorough commentary that explains each step. In addition, each example highlights separate issues (skew effects, wall piers, elastomeric bearings, pile foundations, etc.). The third example is a skewed 70 feet single span prestressed concrete girder bridge with tall-closed seat-type abutments on spread footings, SPC-C & A equals 0.36g.
Keywords
  • Bridge design
  • Seismic design
  • Design analysis
  • Girder bridges
  • Girders
  • Skew bridges
  • Bridge abutments
  • Bridge foundations
  • Pile foundations
  • Bridge decks
  • Slabs
  • Footings
  • Structural components
  • Design criteria
  • Vibration damping
  • Earthquake resistance
  • Settlement(Structural)
  • Performance evaluation
  • Requirements
  • Reinforced concrete
  • Concretes
  • Elastomers
  • Skewness
  • Soil-structure interactions
  • Geotechnical engineering
  • Elastomeric bearings
  • AASHTO(American Association of State Highway and Transportation
Source Agency
  • Federal Highway Administration
NTIS Subject Category
  • 50A - Highway Engineering
Corporate Authors BERGER/ABAM Engineers, Inc., Auburn, WA.; Federal Highway Administration, Washington, DC. Office of Technology
Supplemental Notes Figures in this document may not be legible in microfiche. Sponsored by Federal Highway Administration, Washington, DC. Office of Technology Applications.
Document Type Technical Report
Title Note Technical manual 1994-96.
NTIS Issue Number 199710
Contract Number
  • DTFH-68-94-C-00005
Seismic Design of Bridges Design Example No. 3: Single Span AASHTO Precast Girder Bridge.
Seismic Design of Bridges Design Example No. 3: Single Span AASHTO Precast Girder Bridge.
PB97141329

  • Bridge design
  • Seismic design
  • Design analysis
  • Girder bridges
  • Girders
  • Skew bridges
  • Bridge abutments
  • Bridge foundations
  • Pile foundations
  • Bridge decks
  • Slabs
  • Footings
  • Structural components
  • Design criteria
  • Vibration damping
  • Earthquake resistance
  • Settlement(Structural)
  • Performance evaluation
  • Requirements
  • Reinforced concrete
  • Concretes
  • Elastomers
  • Skewness
  • Soil-structure interactions
  • Geotechnical engineering
  • Elastomeric bearings
  • AASHTO(American Association of State Highway and Transportation
  • Federal Highway Administration
  • 50A - Highway Engineering
  • DTFH-68-94-C-00005
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