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Shear Performance of Horizontal Joints in Short Precast Concrete Columns with Sleeve Grouted Connections under Cyclic Loading.

机译：作者：郝建军，山西建筑sHaNXI aRCHITECTURE 2008年第12期循环荷载下带套管连接的短预制混凝土柱水平节点剪切性能。

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Bo Feng; Feng Xiong; Bingyu Liu; Jiang Chen; Yiping Zhang;
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1. Grouted sleeve connections used in precast reinforced concrete construction - Experimental investigation of a column-to-column joint [J] . Tullini Nerio, Minghini Fabio Engineering Structures . 2016,第NOVa15期

机译：预制钢筋混凝土建筑中使用的灌浆套筒连接-柱间连接的实验研究
2. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column-to-cap beam joints in accelerated bridge construction [J] . M. J. Ameli, Joel E. Parks, Dylan N. Brown, PCI Journal . 2015,第2期

机译：加速桥梁施工中钢筋混凝土预制柱帽梁节点的灌浆拼接套管连接地震评估
3. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column-to-cap beam joints in accelerated bridge construction [J] . Gamble Bill PCI Journal . 2015,第5期

机译：加速桥梁施工中钢筋混凝土预制柱帽梁节点的灌浆拼接套管连接地震评估
4. Evaluation and repair of precast RC bridge column connections utilizing grouted splice sleeves [C] . M.J. Ameli, J.E. Parks, D.N. Brown International Conference on Structural Dynamics . 2014

机译：利用灌浆劈开套管预制RC桥柱连接的评估与修复
5. Behaviour of horizontal connections for precast concrete load-bearing shear wall panels subjected to large reversed cyclic deformations [D] . Soudki, Khaled A. 1994

机译：预制混凝土承重剪力墙板的水平连接行为承受大的反向循环变形
6. Shear Performance of Horizontal Joints in Short Precast Concrete Columns with Sleeve Grouted Connections under Cyclic Loading [O] . Bo Feng, Feng Xiong, Bingyu Liu, -1

机译：循环荷载作用下带套管灌浆连接的预制混凝土短柱水平节点的抗剪性能
7. Seismic performance and retrofit of precast concrete grouted sleeve connections [O] . Andrea Belleri, Paolo Riva 2012

机译：预制混凝土灌浆套筒连接的地震性能和改造
8. Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjectedto Cyclic Inelastic Loads. Report No. 4 [R] . Cheok, G. S., Stone, W. C. 1994

机译：作者：张莹莹，山西建筑sHaNXI aRCHITECTURE 2008年第12期1/3级模型预制混凝土梁柱节点在循环非弹性荷载作用下的性能。第4号报告

Shear Performance of Horizontal Joints in Short Precast Concrete Columns with Sleeve Grouted Connections under Cyclic Loading.

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