[1]
Shantong Zhong, Yongchun Wang: Discussion of Capacity of Concrete Filled Steel Tube with Axial Load. Journal of Harbin Architecture & Civil Engineering Institute. (1978)
Google Scholar
[2]
Shantong Zhong, Yongchun Wang: Research on Fundamental Behavior of Concrete with Three Dimensions Axial Load. Journal of Harbin Architecture & Civil Engineering Institute. (1979)
Google Scholar
[3]
GuanzuoTang, Huixian Zhu: Damage Mechanism of Concrete with Compressive Load. Concrete and Building Components 1980.
Google Scholar
[4]
Shantong Zhong: Research on the Capacity of Concrete Filled Steel Tubular Frame Columns. Journal of Harbin Architecture & Civil Engineering Institute. (1981)
Google Scholar
[5]
Yongchun Wang: Research on the Calculation of Stuffiness of CFST with Compression Load. Journal of Harbin Architecture & Civil Engineering Institute. (1981)
Google Scholar
[6]
Shantong Zhong: Co-working of Steel Tube and Concrete in Concrete Filled Steel Tube. Journal of Harbin University of .E. & Architecture.Vol.34 No.1 (2001)
Google Scholar
[7]
Shaohuai Cai: Calculation of Ferrule Concrete Members Under Axial Compression load. Building Structure (1980)
Google Scholar
[8]
Lijun Dou, Shantong Zhong: The Experimental Research of Low-cycle Fatigue for CFST. Journal of Harbin University of Architecture and Engineering.(1991)
Google Scholar
[9]
Shantong Zhong,Yongqing Tu,Ruoquan He: Research on Load-displacement Hysteretic Model of Concrete Filled Steel Tubular Columns. Journal of Harbin University of C.E. & Architecture. Vol.28 No.5 (1995)
Google Scholar
[10]
Fawei Qiu, Weidong Yang, Jinping Ou: Testing Research for the Dissipated Hysteric Energy and Accumulated Damage of CFST Column. Journal of Harbin University of Architecture and Engineering. Vol.29 No.3 (1996).
Google Scholar
[11]
Jia Li, Weijian Yi: Hysteretic Model Analysis of CFST Beam-Columns. Journal of Hunan University. Vol.29 No.3 (2002).
Google Scholar
[12]
Youfu Yang, Linhai Han: Research on Monent-Curvature Hysteretic Model of Concrete Filled Steel Tubular Beam-Columns. Journal of Earthquake Engineering and Engineering Vibration. Vol. 24 No.1 (2004)
Google Scholar
[13]
Lihong Xie, Shaohuai Cai: Bond strength at the interface of Concrete-filled Steel Tube Columns. Building Science. (1996)
Google Scholar
[14]
Shaofei jiang, Linhai Han: Initial Discussion on the Bond Problems of Steel and Concrete in Concrete Filled Steel Tubes (CFST). Journal of Harbin University of C.E. & Architecture. Vol.33 No.2 (2000)
Google Scholar
[15]
Jianbin Wu, Jianyang Xie: Experimental Study on Bond-slip Behavior between Steel and Concrete in Square Concrete Filled Steel Structures. Building Structure. Vol.37 No.10 (2007)
Google Scholar
[16]
Xiliang Kang, Yaofang Cheng: Experimental Study and Numerical Analysis of Bond-slip Performance for Concrete Filled Steel Tube. Engineering Mechanics. Vol.27 No.9 (2010)
Google Scholar
[17]
Zhengguo Zhang,Mingsheng Zuo: Research on Basic Properties of Concrete Filled Square Steel Tubular Short Columns under Static Load.Journal of Zhengzhou University. (1985)
Google Scholar
[18]
Zhong Tao, Zhuobin Wei, Linhai Han: Research on the Behaviors and Load Bearing Capacity of Square Concrete Filled Steel Tubes Subjected to Compression-Bending. Industrial Construction. Vol. 28 No.10 (1998)
Google Scholar
[19]
Zhong Tao, Youfu Yang, Linhai Han: Research on Monent-Curvature Hysteretic Behaviors of Concrete Filled Square Steel Tubes. Industrial Construction. Vol.30 No.6 (2000)
Google Scholar