建筑抗震设计规范(GB50011-2010)[S]. 中华人民共和国国家标准,2010 Code for seismic design of buildings (GB50011-2010) [S].National standards of the People’s Republic of China, 2010
[2]
程亮,李英民,姜宝龙. 按梁混凝土等级浇筑低级差夹心节点抗震性能试验研究[J].重庆建筑, 2013,12(1):44-46 Cheng Liang Li Yingmin, Jiang Baolong. Pseudo-static Test for Reinforced Concrete Sandwich Beam-column Joints with Low Concrete Strength Differences[J].Chongqing Architecture, 2013, 12 (1) 44-46
[3]
肖良丽. 地震作用下无筋砌体墙的抗剪可靠度分析.土木工程学报, 2010.S1 Xiao Liangli, Li Yue, W.M. Bulleit. Structural reliability analysis of unreinforced masonry walls under lateral loads.China Civil Engineering Journal, 2010.S1
[4]
建筑结构可靠度设计统一标准(GB 50068-2001) [S].中华人民共和国国家标准,2001 Unified standard for reliability design of building structures(GB 50068-2001) [S].National standards of the People’s Republic of China, 2001
[5]
混凝土结构设计规范(GB50010-2010)[S].中华人民共和国国家标准,2010 Code for design of concrete structures (GB50010-2010) [S].National standards of the People’s Republic of China, 2010
[6]
高层建筑混凝土结构技术规程(JGJ3-2010)[S].中华人民共和国国家标准,2010 Technical Specification for concrete structures of tall building (JGJ3-2010) [S].National standards of the People’s Republic of China, 2010
[7]
李丽.框架夹心节点受力性能分析. 南京:东南大学,2009 Li Li. Performance analysis on frame sandwich node stress.NanjingSoutheast University, 2009
[8]
华建民, 陈祥,曹晖. 大偏心距夹心梁柱节点抗震性能试验[J].重庆大学学报, 2011,34(8):128-133 Hua Jian Min, Chen Xiang, Cao Hui. Experimental study on seismic behavior of beam-column sandwich joints with big beam-column eccentricity [J].Journal of Chongqing University, 2011 (8) 128-133
[9]
Zhai XM & Stewart MG. 2008. Structural reliability analysis of reinforced grouted concrete block masonry walls in compression. Engineering Structures. Research Report No. 268.08.08. New South Wales (Australia)Centre for Infrastructure Performance and Reliability,School of Engineering,The University of New castle;2008.
[10]
邱玉深,邱静.框架节点不等强混凝土浇筑方法的思考与建议[J].建筑技术,2011,42(2):147-149 Qiu Yuchen, Qiu Jing. Thinking and suggestions on frame node unequal-strength concrete casting method [J].Architectural technology, 2011(2) 147-149