| Summary: | 碩士 === 國立臺灣科技大學 === 營建工程系 === 102 === In this study, the six groups of column joint tests are mainly for the shear zone demand and capacity (Vjh / Vn = 1.00,0.85 and 0.74 ) of beam-column joints it the intersection area, which concrete strength is 35 MPa, using SD420 reinforcement material, discuss the seismic performance of T-head reinforcement anchored in the joint area, and also explain the influence of the shear zone demand and the capacity ratio effect . This study also explore the seismic performance and applicability of T-head steel embedded length using three kinds of specification, ACI 318-11, ACI 352-02 and AIJ-2010.
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