A Study on Shear Design of SRC Members

• Main Authors: Cheng, Yu-Li, 程幼棣
• Other Authors: C. C. Weng
• Format: Others
• Language: zh-TW
• Published: 1997
• Online Access: http://ndltd.ncl.edu.tw/handle/08114179785468170699

碩士 === 國立交通大學 === 土木工程學系研究所 === 85 === This research is devoted to the investigation of shear design of steel reinfor ced concrete (SRC) structures. First, a study on the shear design of SRC membe rs was presented. A new method which considers possible shear failure modes wa s proposed and it also shows satisfactory results as compared with the values predicted by other existing methods and experiments. Second, this research inv estigated the shear design of SRC beam-column connections and proposed a new m ethod based on strength superposition concept. It is found the results obtaine d from the proposed method are satisfactory. Third, this research considers th ree kinds of SRC shear wall of RC wall and the walls including steel plates or steel braces surrounded by SRC beams and columns. A new method which calculat es the shear strength of SRC shear wall was proposed and the connection detail ing of SRC shear wall was suggested. At last, the torsion design of SRC member s was also studied and a new method using superposition approach was proposed.