林彦, 刘锡良. 铸钢节点的设计以及在工程中的应用[J]. 工业建筑, 2005, 35(11): 27―30. Lin Yan, Liu Xiliang. Design of cast steel joint and its project use [J]. Industrial Construction, 2005, 35(11): 27―30. (in Chinese)
[2]
赵宪忠, 沈祖炎, 陈以一. 建筑用铸钢节点设计的若干关键问题[J]. 结构工程师, 2009, 25(4): 11―17. Zhao Xianzhong, Shen Zuyan, Chen Yiyi. Some key techniques for the design of connections of structural steel casting [J]. Structural Engineers, 2009, 25(4): 11―17. (in Chinese)
[3]
Fleischman R B, Li X J, Pan Y, et al. Cast modular panel zone node for steel special moment frames I: Analytical development [J]. Journal of Structural Engineering, ASCE, 2007, 133(10): 1393―1403．
[4]
Fleischman R B, Palmer N J, Wan G, et al. Cast modular panel zone node for steel special moment frames II: Experimental verification and system evaluation [J]. Journal of Structural Engineering, ASCE, 2007, 133(10): 1404―1414.
[5]
Fleischman R B, Sumer A. Optimum arm geometry for ductile modular connectors [J]. Journal of Structural Engineering, ASCE, 2006, 132(5): 705―716.
[6]
邵永松, 暴伟, 徐树全. 钢框架梁柱铸钢件连接节点研究现状分析[J]. 建筑结构学报(增刊1), 2009: 45―49. Shao Yongsong, Bao Wei, Xu Shuquan. Development and research of beam-column connections with casting steel fasteners in steel frame [J]. Journal of Building Structures (Suppl 1), 2009: 45―49. (in Chinese)
[7]
CECS 235: 2008, 铸钢节点应用技术规程[S]. 北京: 中国计划出版社, 2008.
[8]
CECS 235: 2008, Technical specification for application of connections of structural steel casting [S]. Beijing: China Planning Press, 2008. (in Chinese)
[9]
GB 50011-2010, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.
[10]
GB 50011-2010, Code for seismic design of buildings [S]. Beijing: China Architecture Industry Press, 2010. (in Chinese)
[11]
张梁. 无加劲冷成型钢管柱-H形钢梁节点静力及滞回性能研究[D]. 上海: 同济大学, 2012.
[12]
Zhang Liang. Research on static and hysteretic behaviors of no-diaphragm joint connecting cold-formed steel tube and H-shaped beam [D]. Shanghai: Tongji University, 2012. (in Chinese)
[13]
El-Tawil S, Vidarsson E, Mikesell T, Kunnath S K. Inelastic behavior and design of steel panel zones [J]. Journal of Structural Engineering, ASCE, 1999, 125(2): 183―193.
