ABSTRACT

The seismic performance of a two-story building was investigated through a small-scaled quasi-static test. The test results show that the bolt-assembled PC panel building system can present reliable structural integrity, including transferring shear action and performing deformation ability. Based on the results, the failure mode and force-transfer mechanisms of the system were discussed and a modified design model was proposed to calculate the resistant capacity of bolt joints based on the current design code. The paper pointed out that the drift limits suggested in the current code may not suitable for evaluating the damage state of the system.

中文翻译：

---

采用 DfD 的螺栓装配预制板建筑的抗震性能：准静态试验和现有设计规范的讨论

摘要

通过小规模准静态试验研究了两层建筑的抗震性能。测试结果表明，螺栓组装的PC面板建筑系统具有可靠的结构完整性，包括传递剪切作用和执行变形能力。在此基础上，讨论了系统的失效模式和力传递机制，提出了一种基于现行设计规范计算螺栓接头抗力能力的改进设计模型。该论文指出，当前代码中建议的漂移限制可能不适用于评估系统的损坏状态。