Effectiveness of Rectangular Spiral Shear Reinforcement on Infilled R/C Frames Under Cyclic Loading

D. J. KAKALETSIS; C. G. KARAYANNIS; G. K. PANAGOPOULOS

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Effectiveness of Rectangular Spiral Shear Reinforcement on Infilled R/C Frames Under Cyclic Loading

机译：矩形螺旋剪力在循环荷载作用下对钢筋混凝土框架的有效性

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The effect of two types of shear reinforcement, with reference to two types of masonry infills, on the seismic performance of reinforced concrete (RC) frames was experimentally investigated. Six single-story, one-bay, 1/3-scale frame specimens were tested under cyclic horizontal loading, up to a drift level of 40‰. Bare frames and infilled frames with two different infill compressive strengths were sorted into two groups based on stirrups or spirals as shear reinforcement. From the observed responses it can be deduced that rectangular spiral reinforcement is a first experience and more experiments are needed.

机译：参照两种砌体填充物，对两种抗剪钢筋对钢筋混凝土框架的抗震性能的影响进行了实验研究。在循环水平荷载下测试了六个单层，一格，1/3比例的框架标本，最大漂移水平为40‰。具有两种不同的填充抗压强度的裸框架和填充框架基于箍筋或螺旋作为剪切增强被分为两组。从观察到的响应可以推断出矩形螺旋钢筋是第一次经验，需要进行更多的实验。

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来源
《Journal of Earthquake Engineering》 |2011年第8期|p.1178-1193|共16页
作者
D. J. KAKALETSIS; C. G. KARAYANNIS; G. K. PANAGOPOULOS;
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作者单位

Department of Civil Engineering, Technological Educational Institution of Serres, Serres, Greece;

Department of Civil Engineering, Democritus Univercity of Thrace, Xanthi,Greece;

Department of Civil Engineering, Technological Educational Institution of Serres, Serres, Greece;

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正文语种 eng
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infilled r/c frames; experiments; shear reinforcement; rectangular spirals; masonry strength;

机译：填充的遥控框架实验;抗剪加固矩形螺旋砌体强度;

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Effectiveness of Rectangular Spiral Shear Reinforcement on Infilled R/C Frames Under Cyclic Loading

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