DYNAMIC ANALYSIS OF SOIL-STEEL ARCH BRIDGES
The paper presents the theoretical consideration of soil-steel bridges during dynamic field load tests. The critical speed magnitudes, dynamic coefficients (DAF), velocity vibration, vibration frequency were determined in the paper. Conclusions drawn from the tests can be most helpful in the assessment of behavior of this type of corrugated plate bridge with soil. In consideration of application of this type of structure in the case of small-to-medium span bridges, the conclusions from the research will not be yet generalized to all types of such solutions. The detailed reference to all type of such bridge structures would be requiring additional analysis (field and model tests and calculations) on the other types of soil-steel bridges.
dynamic test road bridge flezible structure corrugated plate dynamic coefficient vibration frequency velocity vibration
Damian Beben Zbigniew Zee Manko
Faculty of Civil Engineering,Opole University of Technology,Katowicka Street No.48,Opole 45-061,Pola Bridge Division, Civil Engineering Institute, Wroclaw University of Technology, Wybrzeze Wyspians
国际会议
广州
英文
949-955
2009-11-28(万方平台首次上网日期,不代表论文的发表时间)