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EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF CIRCULAR STEEL BRIDGE PIERS WHICH HAVE DIFFERENT DIAMETER-TO-THICKNESS RATIO AND CONCRETE FILLED REPAIR

机译：具有不同直径与厚度比和混凝土填充修复的圆形钢桥墩抗震性能的试验研究

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Yoshiyuki SHIMAGUCHI; Moriaki SUZUKI;
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1. Experimental study of the seismic behavior of partially concrete-filled steel bridge piers under bidirectional dynamic loading [J] . Huihui Yuan, Ji Dang, Tetsuhiko Aoki Earthquake Engineering & Structural Dynamics . 2013,第15期

机译：双向动力荷载下部分钢管混凝土桥墩抗震性能的试验研究
2. Seismic Design of Concrete-Filled Circular Steel Bridge Piers [J] . Michel Bruneau, Julia Marson Journal of bridge engineering . 2004,第1期

机译：圆形钢管混凝土桥墩的抗震设计
3. Size effect in circular concrete-filled steel tubes with different diameter-to-thickness ratios under axial compression [J] . Wang Wenjing, Ma Hua, Li Zhenbao, Engineering Structures . 2017,第nova15期

机译：轴向压缩下不同直径与厚度比的圆形钢管混凝土的尺寸效应
4. Experimental Study on Hysteretic Behavior of Circular Concrete-filled Steel Bridge Piers [C] . ZHU Dong-sheng, PANG Biao International Conference on Civil Engineering and Transportation . 2013

机译：圆形混凝土填充钢桥桥墩滞回行为的实验研究
5. Seismic performance of circular concrete filled steel tube columns for accelerated bridge construction. [D] . Tucker, Catherine. 2014

机译：圆形混凝土钢管柱的抗震性能，用于加速桥梁施工。
6. Seismic collapse assessment of bridge piers constructed with steel fibers reinforced concrete [O] . Yutao Pang, Lingxu Li -1

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7. A Study on Seismic Performance of Circular Steel Bridge Piers which have Different Level of Damages and Concrete Filled Repair [O] . Tatsuki OTA, Moriaki SUZUKI, Yoshiyuki SHIMAGUCHI 2013

机译：圆形钢桥桥墩抗震性能研究，具有不同水平的损伤和混凝土修复
8. NCEER-Taisei Corporation Research Program on Sliding Seismic Isolation Systemsfor Bridges: Experimental and Analytical Study of a System Consisting of Lubricated PTFE Sliding Bearings and Mild Steel Dampers [R] . Tsopelas, P., Constantinou, M. C. 1994

机译：NCEER-Taisei Corporation桥梁滑动隔震系统研究计划：由润滑pTFE滑动轴承和低碳钢阻尼器组成的系统的实验和分析研究

EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF CIRCULAR STEEL BRIDGE PIERS WHICH HAVE DIFFERENT DIAMETER-TO-THICKNESS RATIO AND CONCRETE FILLED REPAIR

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