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Seismic Design of Bridges. Design Example No. 6: Three-Span Continuous CIP Concrete Box Bridge
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 sixth example is a 290 feet sharply curved (104 degrees) 3-span concrete box girder bridge in the Northwestern United States with pile abutment foundations and drilled shaft pier foundations, SPC-C & A equals 0.20g.
Seismic Design of Bridges. Design Example No. 6: Three-Span Continuous CIP Concrete Box Bridge
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 sixth example is a 290 feet sharply curved (104 degrees) 3-span concrete box girder bridge in the Northwestern United States with pile abutment foundations and drilled shaft pier foundations, SPC-C & A equals 0.20g.
Seismic Design of Bridges. Design Example No. 6: Three-Span Continuous CIP Concrete Box Bridge
R. Mast (author) / L. Marsh (author) / C. Spry (author) / S. Johnson (author) / R. Griebenow (author)
1996
252 pages
Report
No indication
English
Highway Engineering , 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 Officials)