國內外絕大多數的梁柱接頭實驗為無偏心之梁柱接合，偏心梁柱接頭之實驗成果非常稀少，而且幾乎都是梁連續貫穿接頭的情況，我國建築工程常用長方形柱斷面且兩長邊各接一偏心梁且梁不連續，形成錯位偏心梁柱接合，此類接頭之實驗數據相當罕見，但實務上確有需要。現行混凝土結構設計規範和新版規範草案並未涵蓋此類偏心接頭，為確保建築結構安全，本研究檢討此類接頭之耐震抗剪強度，藉由大型結構實驗探討鋼筋混凝土柱接不同偏心距之梁，其接頭剪力強度之衰減程度，補足過往實驗經驗不足之處，俾利規範審議時參考引用，讓設計及施工單位有所依循，確保建築結構耐震性能及國人生命財產安全。

In order to ensure safety, this study investigates resistance to seismic and shear forces of eccentric beam-column connections. Through large-scale structural experiments on reinforced concrete beam-column connections in various degrees of eccentricity, and by examining shear strength attenuation levels at these connections, the study aims to expand on past literature, and to serve as a reference for standards reviews, so that design and construction teams are informed and buildings are resilient enough to protect lives and livelihoods.