To realize the dry connection of an assembled composite wall structure, a bolted connection based on the horizontal joint of an assembled composite wall is proposed. Five specimens were designed under monotonic loading. The failure modes, the seismic performance of the specimens, and the strains and slip of the connectors were studied. The plate thickness and the high‐strength bolts diameter are the key points of research. Moreover, the finite element model for experiment is also established, and the parameters are analyzed based on the numerical models. The results of the experiments and the simulations show that the bolted connection is feasible and the specimens have good deformation capacity. Increasing the plate thickness can improve the bearing capacity of the specimens. Finally, the formula for the shear bearing capacity of the specimen is obtained.

中文翻译：

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螺栓连接的组合式复合墙的试验和抗剪承载力研究

为了实现复合墙体的干式连接，提出了一种基于复合墙体水平连接的螺栓连接。在单调加载下设计了五个样本。研究了破坏模式，试件的抗震性能以及连接器的应变和滑移。板厚和高强度螺栓直径是研究的重点。此外，还建立了用于实验的有限元模型，并基于数值模型对参数进行了分析。实验和仿真结果表明，螺栓连接是可行的，并且试样具有良好的变形能力。增加板的厚度可以提高样品的承载能力。最后，