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Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures

机译：薄壁钢结构中自刺铆接连接剪切强度的实验研究和设计方法

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Weiming Yan; Zhiqiang Xie; Cheng Yu; Linlin Song; Haoxiang He;
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1. Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures [J] . Yan Weiming, Xie Zhiqiang, Yu Cheng, Journal of Constructional Steel Research . 2017,第JUNa期

机译：薄壁钢结构自冲铆钉连接抗剪强度的试验研究与设计方法
2. Improved shear strength design of cold-formed steel connection with single self-piercing rivet [J] . Xie Zhiqiang, Yan Weiming, Yu Cheng, Thin-Walled Structures . 2018,第OCTa期

机译：带有单自冲铆钉的冷弯型钢连接的改进抗剪强度设计
3. Experimental investigation of cold-formed steel shear walls with self-piercing riveted connections [J] . Xie Zhiqiang, Yan Weiming, Yu Cheng, Thin-Walled Structures . 2018,第OCTa期

机译：自穿孔铆钉连接的冷弯型钢剪力墙的试验研究
4. EXPERIMENTAL RESEARCH OF SCREW AND RIVETED CONNECTIONS IN THE STEEL THIN-WALLED STRUCTURES UNDER STATIC AND CYCLIC LOADING [C] . Eduard Ayrumyan, Ivan Katranov, Nikolay Kamenshchikov International Conference on Behaviour of Steel Structures in Seismic Areas . 2015

机译：静电循环载荷钢薄壁结构中螺钉和铆接连接的实验研究
5. STRENGTH CHARACTERISTICS OF HIGH STRENGTH BOLTED CONNECTIONS WITH PARTICULAR APPLICATION TO THE PLASTIC DESIGN OF STEEL STRUCTURES. [D] . DOUTY, RICHARD THOMAS. 1964

机译：高强度螺栓连接的强度特性及其在钢结构塑性设计中的特殊应用。
6. Feasibility Evaluation of Local Laser Treatment for Strengthening of Thin-Walled Structures from Low-Carbon Steel Subjected to Bending [O] . Oleksandr Kapustynskyi, Nikolaj Višniakov, Darius Zabulionis, 2020

机译：局部激光处理的可行性评估加强弯曲低碳钢的薄壁结构
7. Investigation on the Design Method of Shear Strength and Lateral Stiffness of the Cold-Formed Steel Shear Wall [O] . Shaofeng Nie, Tianhua Zhou, Yang Zhang, 2020

机译：冷成型钢剪力墙剪切强度和横向刚度设计方法的研究
8. Experimental Investigation of Full-Scale Two-Story Steel Plate Shear Walls with Reduced Beam Section Connections [R] . Qu, B., Bruneau, M., Lin, C. H., 2008

机译：减少梁截面连接的全尺寸二层钢板剪力墙试验研究

Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures

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