AXIAL CAPACITY OF LIGHTWEIGHT AGGREGATE CONCRETE FILLED CIRCULAR STEEL TUBES COLUMNS SUBJECTED TO ECCENTRIC LOADING
Shams M, Saadeghvaziri MA. State of the art of concrete-filled steel tubular columns, ACI Struct J, 94(5), 558–71, 1997.  Liu Dalin, Gho Wie-Min, Yuan Jie. Ultimate capacity of high-strength rectangular concretefilled steel hollow section stub columns, J Constr Steel Res, 59:1499–515, 2003.  Ji Bohai, Yang Ming, Chen Jiashu, Confinement effect and strength criterion of lightweight aggregate concrete confined by steel tube, Bridge Constr., (4), 11－14, (2006).
Zuobin Wei, XiliangLiu, The fundamental function studies of steel tube cover hoop ceramicist concrete, Proceedings of '93 China Steel's, steel - concrete composite structure Association 4th Annual Meeting, Guangzhou, (1993).  M. Mouli, H. Khelafi, Strength of short composite rectangular hollow section columns filled with lightweight aggregate concrete, J. Eng. Struct., (29), 1791-1797, 2007.  Han linhai and Yang youfu, Modern Concrete filled steel tubular structures, 1st edition, China building industry Press, Beijing China, 2004. (In Chinese)  AISC-LRFD (1999), American Institute of Steel Construction, "Load and Resistance Factor Design Specification for Structural Steel Buildings Chicago (IL)".  DBJ13-51-2003 (2003), Fuzhou University, "Technical Specification for Concrete-Filled Steel Tubular Structures", Fujian Province. (In Chinese)  CECS 28:90 (1990), Construction Standard Committee of China, "Chinese Specification for the Design and Construction of Concrete-Filled Steel Tubular Structures", Planning Publishing House of China Beijing. (In Chinese)
- There are currently no refbacks.