Simon, József and Vigh, László Gergely (2016) Parametric seismic evaluation of highway overpass bridges in moderate seismic areas. Earthquakes and Structures. (Submitted)
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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.
Item Type: | Article |
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Uncontrolled Keywords: | Seismic analysis; parametric analysis; multi modal response spectrum analysis; seismic performance; bridge engineering; moderate seismicity |
Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok T Technology / alkalmazott, műszaki tudományok > TG Bridge engineering / hídépítés |
Depositing User: | Dr. László Gergely Vigh |
Date Deposited: | 05 Oct 2016 07:48 |
Last Modified: | 05 Oct 2016 07:48 |
URI: | http://real.mtak.hu/id/eprint/40000 |
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