给出铆钉连接节点的搭接处剪力试验研究结果。试件采用历史悠久的钢结构材料和技术,并考虑尺寸和外形的不同。考虑荷载偏心、净面积变异、板宽和铆钉数量等参数对节点性能的影响。将试验结果与预期剪切强度进行对比,评估EN1993∶1-8条款的可靠性。在评估结果的基础上,提出EN1993∶1-8条款中对于铆钉剪切强度和净截面面积最终强度的设计公式的修改意见。 The results of the lap shear test at the joints of the rivets are given. The specimen uses a long history of steel materials and technology, and consider the size and shape of the different. The influence of load eccentricity, net area variation, plate width and number of rivets on node performance is considered. The test results are compared with the expected shear strength to assess the reliability of the EN1993: 1-8 clause. Based on the results of the assessment, the modification of the design formula for the final strength of rivets and ultimate strength of net cross-section is proposed in EN1993: 1 - 8.