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STUDY ON HYSTERETIC DAMPING AND DEFORMATION PROFILE ALONG THE HEIGHT OF REINFORCED CONCRETE BOX-SHAPED WALL BUILDINGS

机译：沿钢筋混凝土箱形墙壁高度的滞回阻尼和变形曲线研究

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Hisahiro HIRAISHI; Hiroaki MOTOHASHI; Tadashi KIMURA;
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年度 2004
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1. Effect of Seismic Loading Patterns on Height-Wise Distribution of Drift, Hysteretic Energy and Damage in Reinforced Concrete Buildings [J] . B. Ganjavi, J. Vaseghi Amiri, G. Ghodrati Amiri, Journal of Applied Sciences . 2007,第22期

机译：地震载荷图案对漂移，滞销能量和钢筋混凝土建筑损伤高度明智分布的影响
2. Experimental study of the hysteretic behaviour of corrugated steel plate shear walls and steel plate reinforced concrete composite shear walls [J] . Wang Wei, Ren Yingzi, Lu Zheng, Journal of Constructional Steel Research . 2019,第SEPa期

机译：波形钢板剪力墙和钢板钢筋混凝土组合剪力墙的滞回性能试验研究。
3. Experimental study of the hysteretic behaviour of corrugated steel plate shear walls and steel plate reinforced concrete composite shear walls [J] . Wang Wei, Ren Yingzi, Lu Zheng, Journal of Constructional Steel Research . 2019,第Sepa期

机译：瓦楞钢板剪力墙和钢板钢板钢板钢筋混凝土复合剪力墙实验研究
4. Computer Simulation Study On Hysteretic Behavior Of Composite Steel Frame-Reinforced Concrete Infill Wall Structure [C] . Peng Xiaotong, Lin Chen IEEE international conference on computer science and information technology;ICCSIT 2009 . 2009

机译：复合钢框架钢筋混凝土填充墙结构滞回性能的计算机模拟研究
5. Seismic Deformations of Taller Reinforced Concrete Shear Walls Located in Eastern Canada [D] . Sadeghian, Armin. 2018

机译：位于加拿大东部的高层钢筋混凝土剪力墙的地震变形
6. Investigation on Hysteretic Behavior of Embedded PVC Pipe Confined Reinforced High Strength Concrete Columns [O] . Zongping Chen, Yuhan Liang, Xuebing Zhao, 2020

机译：嵌入式PVC管约束高强混凝土柱的滞回性能研究。
7. STUDY ON EVALUATION METHOD OF SESMIC PERFORMANCE OF REINFORCED CONCRETE BOX-SHAPED WALL BUILDINGS [O] . Hiroaki MOTOHASHI, Hisahiro HIRAISHI, Atsuhiro TERADA 2005

机译：钢筋混凝土箱形墙壁建筑地震性能评价方法研究
8. Effects of Amount and Arrangement of Wall-Panel Reinforcement on Hysteretic Behavior of Reinforced Concrete Walls [R] . Iliya, R. , Bertero, V. V. 1980

机译：墙板加固量和布置对钢筋混凝土墙体滞回性能的影响

STUDY ON HYSTERETIC DAMPING AND DEFORMATION PROFILE ALONG THE HEIGHT OF REINFORCED CONCRETE BOX-SHAPED WALL BUILDINGS

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