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ENERGY DISSIPATION CAPABILITY OF REINFORCED CONCRETE BRIDGE PIERS THAT FAIL IN FLEXURE AT BOTTOM

机译：底部弯曲弯曲混凝土桥墩的能量耗散能力

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Kazushi Takimoto; Kazuhiko Kawashima;
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年度 1996
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1. Energy dissipation characteristics of retrofitted damaged low-strength concrete bridge pier [J] . Khan Qaiser uz Zaman, Ahmad Afaq, Mehboob Saqib, Proceedings of the Institution of Civil Engineers: Bridge Engineering . 2021,第2期

机译：改造损坏低强度混凝土桥墩的耗能特性
2. Damage index of reinforced concrete members based on the energy dissipation capability degradation [J] . Wang Yukui, Liu Zhefeng, Yang Weijun, The structural design of tall buildings . 2020,第2期

机译：基于能量耗散能力退化的钢筋混凝土构件损伤指数
3. Computational Modeling of Energy Dissipation Characteristics of Expanded Polystyrene (EPS) Cushion of Reinforce Concrete (RC) Bridge Girder Under Rockfall Impact [J] . Abdul Qadir Bhatti International Journal of Civil Engineering,Transaction A:Civil Engineering . 2018,第11期

机译：落石冲击下钢筋混凝土（RC）桥梁膨胀聚苯乙烯（EPS）垫层消能特性的计算模型
4. EVALUATION OF ENERGY DISSIPATION CAPABILITY OF REINFORCED CONCRETE BRIDGE PIERS [C] . K. TAKIMOTO, K. KAWASHIMA Second International Conference on Concrete Under Severe Conditions Vol.3 CONSEC '98, Jun 21-24, 1998, Tromso, Norway . 1998

机译：钢筋混凝土桥墩的能量消散能力评估
5. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping [D] . Al-Rahmani, Ahmed Hamid Abdulrahman 2015

机译：带有或不带有FRP包裹的矩形混凝土桥墩中的剪切-弯曲-轴向荷载相互作用
6. Seismic collapse assessment of bridge piers constructed with steel fibers reinforced concrete [O] . Yutao Pang, Lingxu Li -1

机译：钢纤维混凝土建造桥墩的地震倒塌评估
7. Finite Element Analysis of Reinforced Concrete Bridge Piers Including a Flexure-Shear Interaction Model [O] . Alessandro Rasulo, Angelo Pelle, Davide Lavorato, 2020

机译：钢筋混凝土桥墩有限元分析，包括挠性剪切互动模型
8. Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure. [R] . Straw, D. L., Saiidi, M., O'Connor, D. N. 1992

机译：单向钢筋混凝土墩铰链结合轴力，剪切和弯曲的比例模型试验。

ENERGY DISSIPATION CAPABILITY OF REINFORCED CONCRETE BRIDGE PIERS THAT FAIL IN FLEXURE AT BOTTOM

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