引文
[1]郭彦林,张博浩,王小安,等.装配式防屈曲支撑设计理论的研究进展[J].建筑科学与工程学报,2013,30(1):1-12(Guo Yanlin,Zhang Bohao,Wang Xiaoan,et al.Research progress on design theory of assembled buckling-retrained brace[J].Journal of Architecture and Civil Engineering,2013,30(1):1-11(in Chinese))
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[3]赵俊贤,吴斌.防屈曲支撑的工作机理及稳定性设计方法[J].地震工程与工程振动,2009,29(3):131-139(Zhao Junxian,Wu Bin.Working mechanism and stability design methods of buckling-restrained braces[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(3):131-139(in Chinese))
[4]王华琪,丁洁民,姚兴华.防屈曲支撑理论分析与有限元模拟[J].沈阳建筑大学学报:自然科学版,2008,24(2):191-195(Wang Huaqi,Ding Jiemin,Yao Xinghua.Theoretical and finite element analysis of buckling-restrained braces[J].Journal of Shenyang Jianzhu University:Natural Science,2008,24(2):191-195(in Chinese))
[5]郑廷银,吴鑫,强寒丹.双T型内核与角钢约束屈曲支撑的滞回性能[J].工业建筑,2013,43(11):99-103(Zheng Tingyin,Wu Xin,Qiang Handan.Study on hysteretic behavior of buckling-restrained brace composed of doubleT-shaped core member and angle iron restrained[J].Industrial Construction,2013,43(11):99-103(in Chinese))
[6]邓雪松,褚洪民,钱洪涛,等.三重钢管防屈曲耗能支撑性能的有限元模拟分析[J].华中科技大学学报:城市科学版,2008,25(3):99-103(Deng Xuesong,Chu Hongmin,Qian Hongtao,et al.The finite element modeling analysis of triple-steel tube buckling-restrained brace performance[J].Journal of Huazhong University of Science and Technology:Urban Science Edition,2008,25(3):99-103(in Chinese))
[7]周云,钱洪涛,褚洪民,等.新型防屈曲耗能支撑设计原理与性能研究[J].土木工程学报,2009,42(4):64-71(Zhou Yun,Qian Hongtao,Chu Hongmin,et al.A study on the design principle and performance of a new type of bucklingresistant brace[J].China Civil Engineering Journal,2009,42(4):64-71(in Chinese))
[8]郭彦林,王小安.一种四角钢组合约束型防屈曲支撑外围连接的设计方法研究:理论推导[J].工程力学,2014,31(1):56-63(Guo Yanlin,Wang Xiaoan.Bolt connection behavior and design of a four-angle assembled steel buckling-restrained brace:theoretical analysis[J].Engineering Mechanics,2014,31(1):56-63(in Chinese))
[9]李晓文,孙晓岭,薛强.点接触式防屈曲支撑稳定及延性性能研究[J].世界地震工程,2011,27(4):20-26(Li Xiaowen,Sun Xiaoling,Xue Qiang.Study on stability and ductility of point-contact buckling-restrained braces[J].World Earthquake Engineering,2011,27(4):20-26(in Chinese))
[10]谢强,严承涌,赵亮.屈曲约束支撑设计的刚度与强度准则[J].沈阳建筑大学学报:自然科学版,2009,25(1):95-99(Xie Qiang,Yan Chengyong,Zhao Liang.Stiffness and strength criteria for design of buckling-restrained braces[J].Journal of Shenyang Jianzhu University:Natural Science,2009,25(1):95-99(in Chinese))
[11]李国强,胡宝琳.屈曲约束支撑滞回曲线模型和刚度方程的建立[J].地震工程与工程振动,2007,27(2):26-31(Li Guoqiang,Hu Baolin.Establishing of hysteresis curve model and stiffness formula for buckling-restrained brace[J].Earthquake Engineering and Engineering Vibration,2007,27(2):26-31(in Chinese))
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