透過您的圖書館登入
IP:3.144.233.150
  • 期刊

Seismic Response Analysis of Concrete Filled Steel Tubular Structures

摘要


Concrete filled steel tubular (CFST) structures are widely used in practical engineering. CFST usually forms composite structures with steel or reinforced concrete in high-rise and super-high-rise buildings. China is a country with frequent earthquakes. The author summarizes the seismic response of concrete filled steel tubular (CFST) structures by studying and analyzing the relevant research literature at home and abroad, and prospects the problems that need further study combined with the current research situation.

參考文獻


Zhou Shuhua, Liao Haili, Zheng Shixiong, et al. Study on wind resistance performance of main bridge of Weisha Bridge [D]. Railway Standard Design, 2001, 21(6): 19-20.
SUN Chao, CHEN Baochun, CHEN Shuisheng. Dynamic Characteristics Analysis of Steel Pipe-Steel Concrete Filled Arch Bridge[J]. Earthquake Engineering and Engineering Vibration, 2001, 21(2): 48-52.
Zhang Qingjun, Chen Shuifu. Finite Element Model and Dynamic Characteristics Analysis of Concrete Filled Steel Tubular Rib Arch Bridge[J]. China Municipal Engineering, 2004(3): 35-38.
Chen Youjie, Wu Qingxiong, Sun Chao, et al. Vehicle-bridge resonance analysis of steel-steel-concrete composite arch bridge[J]. Journal of Fuzhou University, 2005, 33(2): 207-211.
FUJINAGA T, MATSUI C, TSUDA K. Limiting axial compressiveforce and structural performance of concrete filled steel circulartubular beam-column. Proceedings of the Fifth Pacific Steel Conference [J]. Korea, 1998. 979-984.

延伸閱讀