| 桥梁双柱式排架墩抗震性能研究进展述评 |
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| 引用本文： | 石岩,李军,秦洪果,王东升,王军文,孙治国. 桥梁双柱式排架墩抗震性能研究进展述评[J]. 中国公路学报, 2021, 34(2): 134-154. DOI: 10.19721/j.cnki.1001-7372.2021.02.004 |
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| 作者姓名： | 石岩 李军 秦洪果 王东升 王军文 孙治国 |
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| 作者单位： | 1. 兰州理工大学土木工程学院, 甘肃兰州 730050;2. 河北工业大学土木与交通学院, 天津 300401;3. 石家庄铁道大学道路与铁道工程安全保障省部共建教育部重点实验室, 河北石家庄 050043;4. 防灾科技学院土木工程学院, 北京 101601 |
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| 基金项目： | 国家自然科学基金项目(51768042,51908265);红柳优秀青年人才资助计划项目(04-061810);道路与铁道工程安全保障教育部重点实验室(石家庄铁道大学)开放课题项目(STKF201904)。 |
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| 摘 要： | 桥梁双柱墩在国内外中小跨径公路桥梁和城市高架桥中应用非常广泛,但在历次破坏性地震中震害普遍严重.为了揭示桥梁双柱墩在地震作用下的破坏机理,发展具有可恢复功能的防震桥梁双柱墩,实现从双柱墩结构到桥梁工程、再到交通线路乃至整个交通网络的全寿命周期抗震性能设计,对桥梁双柱墩抗震问题的研究进展进行评述.首先总结汶川大地震和国外...
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| 关 键 词： | 桥梁工程 桥梁双柱墩 综述 抗震性能 装配式桥梁 可恢复功能结构 全寿命设计 |
| 收稿时间： | 2020-02-24 |
Review on Seismic Performance of Bridge Double-column Bents |
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| SHI Yan,LI Jun,QIN Hong-guo,WANG Dong-sheng,WANG Jun-wen,SUN Zhi-guo. Review on Seismic Performance of Bridge Double-column Bents[J]. China Journal of Highway and Transport, 2021, 34(2): 134-154. DOI: 10.19721/j.cnki.1001-7372.2021.02.004 |
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| Authors: | SHI Yan LI Jun QIN Hong-guo WANG Dong-sheng WANG Jun-wen SUN Zhi-guo |
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| Affiliation: | 1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, Gansu, China;2. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China;3. Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang 050043, Hebei, China;4. School of Civil Engineering, Institute of Disaster Prevention, Beijing 101601, China |
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| Abstract: | Bridge double-column bents are widely used in highway bridges of small or medium spans and urban viaducts around the world.However,bents have suffered serious damage in previous devastating earthquakes.To reveal the damage mechanism of bridge double-column bents during earthquakes,to develop bridge double-column bents with earthquake resistance,and to realize the life-cycle seismic performance design from double-column bents for bridge engineering,traffic lines,and the entire traffic network,research progress on the seismic performance of bridge double-column bents is reviewed.Reports of the damage to reinforcedconcrete double-column bents during the Wenchuan earthquake and major earthquakes worldwide are summarized,and the damage characteristics are analyzed first.The main damage types include flexural failure,shear failure,and flexural-shear failure of columns,longitudinal cracking of tie beams and their joints with columns,and oblique cracking of cap beams caused by the punching,shearing,and crushing of cushion stones and shear keys.Subsequently,the research progress on the seismic performance of bridge double-column bents is reviewed with respect to seismic performance tests and numerical simulations of the bents,seismic performance of tie beams,damage control and resilience structure systems,accelerated bridge construction and its application problems in strong earthquake areas,seismic retrofit methods,and seismic design theories.Then,problems in the research on and applications of bridge double-column bents are discussed.Finally,the directions of future development for double-column bents and bridge systems are forecast based on the main development trends in the field of earthquake engineering,such as hybrid simulation testing,earthquake resilient structures and their transportation systems,multiple disasters and their coupling effect,life-cycle design,big data,and artificial intelligence. |
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| Keywords: | bridge engineering bridge double-column bent review seismic performance prefabricated bridge earthquake resilient structure life-cycle design |
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