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Structural behaviour of stud shear connections in composite floors with various connector arrangements and profiled deck configurations

机译：复合地板中螺柱剪切连接的结构行为，各种连接器布置和分布式甲板配置

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Min-hui Shen; Kwok-Fai Chung; Ahmed Y. Elghazouli; Jing-Zhong Tong;
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1. Structural behaviour of stud shear connections in composite floors with various connector arrangements and profiled deck configurations [J] . Shen Min-hui, Chung Kwok-Fai, Elghazouli Ahmed Y., Engineering Structures . 2020,第May1期

机译：具有各种连接器布置和异型甲板结构的复合地板中的柱剪连接的结构性能
2. Behaviour of Headed Shear Stud in Composite Beams with Profiled Metal Decking [J] . Jawed Qureshi, Dennis Lam Advances in Structural Engineering . 2012,第9期

机译：异形金属装饰板组合梁中的抗剪剪力特性
3. Experimental study on impact behaviour of stud shear connectors in composite beams with profiled steel sheeting [J] . Huo Jingsi, Wang Haitao, Li Long, Journal of Constructional Steel Research . 2019,第Octa期

机译：压型钢板组合梁中柱剪连接器冲击性能的试验研究
4. Performance of headed stud on steel-concrete composite bridge deck as shear connector subjected to normal force [C] . Hiroto Hoshina, Chikako Fujiyama International Conference on Sustainable Civil Engineering Structures and Construction Materials . 2017

机译：钢筋混凝土复合桥甲板上的头螺栓的性能作为剪切连接器经受正常力
5. Shear stud connection development for steel stringer highway bridges with hardwood glulam timber deck. [D] . Schneider, Walter Gottlieb Mathias, III. 2005

机译：带有硬木胶合木甲板的钢纵梁公路桥梁的剪力螺柱连接开发。
6. Static and Fatigue Behavior of Rubber-Sleeved Stud Shear Connectors as Part of Field-Cast Ultra-High Performance Concrete Connections [O] . Zhigang Zhang, Xiaoqing Xu 2020

机译：现场浇铸超高性能混凝土连接的橡胶套管螺柱剪切连接器的静态和疲劳行为
7. Composite behaviour of headed stud shear connectors in pairs with profiled metal deck flooring [O] . Lam Dennis, Qureshi J., Ye J. 2010

机译：双头螺栓剪切连接器与异型金属地板的组合行为
8. Fatigue of Stud Shear Connectors in the Negative Region of Steel Girder Bridges:A Synopsis of Experimental Results and Design Recommendations. Final Report [R] . Carlsson, M. L. R., Hajjar, J. F. 2000

机译：钢梁桥负区螺柱剪连接件的疲劳：实验结果与设计建议简介。总结报告

Structural behaviour of stud shear connections in composite floors with various connector arrangements and profiled deck configurations

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