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

点击翻译按钮获取中文摘要

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.