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http://dx.doi.org/10.12989/eas.2017.12.3.375

Parametric seismic evaluation of highway overpass bridges in moderate seismic areas  

Simon, Jozsef (Department of Structural Engineering, Budapest University of Technology and Economics)
Vigh, Gergely L. (Department of Structural Engineering, Budapest University of Technology and Economics)
Publication Information
Earthquakes and Structures / v.12, no.3, 2017 , pp. 375-388 More about this Journal
Abstract
Prior to modern seismic provisions, several bridges were not designed for seismic actions in moderate seismic areas. Precast multi-girder and slab bridges are typical highway overpass structures; they have a significant contribution to national bridge stocks. Since the seismic behavior is questionable, a preliminary parametric study is conducted to determine critical configurations and components. The results indicate that the behavior of the abutments, backfill soil, superstructure and foundation is normally satisfactory; however, the superstructure-abutment joints are critical for both single- and multi-span bridges, while the piers are also critical for longer multi-span configurations. The parametric results provide a solid basis both for detailed seismic assessment and development of design concepts of newly built structures in moderate seismic zones.
Keywords
seismic analysis; parametric analysis; multi modal response spectrum analysis; seismic performance; bridge engineering; moderate seismicity;
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