- 期刊
Seismic Performance of Prefabricated Continuous Girder Bridge
摘要
Bearings are the weak link in the seismic design of bridges. Taking a continuous girder bridge as a calculation example, it is proved that the bearing damage of bridges is considered under the conditions of large earthquakes. That is, the bearing, as a fuse‐type unit, can be preferentially damaged to control the beam displacement and the pier effectively. Earthquake response at the bottom.
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延伸閱讀
- Hao, C., Zhang, Y., Wang, M., He, X., & Wang, L. (2023). Stability and Seismic Performance Evaluation of Long-Span Arch Bridge Deck System after Strengthening of Girder. 淡江理工學刊, 26(1), 49-60. https://doi.org/10.6180/jase.202301_26(1).0006
- 徐誌隆（2008）。Study on Structure Behavior of Prestressed Girder with Corrugated Steel Web〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2008.00046
- 劉光晏、劉立偉、黃登綱、呂依涵（2019）。SEISMIC PERFORMANCE OF BRIDGE WITH FUNCTIONAL BEARING SYSTEM SUBJECTED TO NEAR-FAULT EARTHQUAKE。中國土木水利工程學刊，31(5)，443-454。https://doi.org/10.6652/JoCICHE.201909_31(5).0004
- 許肇安（2008）。The Ultimate Loading Test And Analysis of SCC Prestressed Girder〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2008.02791
- 劉光晏（2006）。Seismic Evaluation and Retrofit of Highway Bridge Structures with Functional Bearing System〔博士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2006.00602