Study on Structural Performance of composite Concrete Encased Steel Shear Wall with a simplified anchoring method

本文研究了型钢-纤维混凝土组合结构中的剪力墙，并对剪力墙进行了静载试验，试验中采用了一种简化的锚固方法将型钢-纤维混凝土组合框架连接到纤维混凝土墙板上。结果表明，简化墙体钢筋在CES梁、柱上的锚固方式，对剪切强度影响不大。研究表明，基于AIJ型钢混凝土结构设计标准的方法可以对型钢混凝土剪力墙的抗弯承载力和抗剪承载力进行评估。

The objective of this study is to develop the shear wall in composite Concrete Encased Steel(CES) structures composed of steel and fiber reinforced concrete, and Static loading tests were conducted on the shear walls with a simplified anchoring method for connecting the CES frame to the FRC wall panel. As the result, it was observed that the shear strength was not so influenced by simplifying the anchorage of wall reinforcing bars to CES beam and column. And it was shown that the flexural strength and shear strength of a CES shear wall could be evaluated using a method based on the AIJ design standard for SRC structures.