刘 飞,汪大海,许 敏,等.某超限大跨度结构弹塑性地震反应分析[J]. 土木工程学报,2010,43(11):27-35. LIU Fei, WANG Dahai, XU Min, et al. Analysis of the elastic-plastic seismic response of an ultra large span structure[J]. China Civil Engineering Journal, 2010, 43(11):27-35.(in Chinese)
[2]
曲 哲,叶列平,潘 鹏. 建筑结构弹塑性时程分析中地震动记录选取方法的比较研究[J].土木工程学报,2011,44(7):10-20. QU Zhe, YE Lieping, PAN Peng. Comparative study on methods of selecting earthquake ground motions for nonlinear time history analyses of building structures[J]. China Civil Engineering Journal, 2011, 44(7):10-20.(in Chinese)
[3]
张微敬,钱稼茹,沈顺高,等. 北京A380机库采用粘滞阻尼器的减振控制分析[J]. 建筑结构学报,2009,30(2):1-7. ZHANG Weijin, QIAN Jiaru, SHEN Shungao, et al. Vibration reduction analyses of Beijing A380 hangar structure with viscous dampers[J]. Journal of Building Structures, 2009, 30(2):1-7.(in Chinese)
李 妍,吴 斌,王倩颖,等. 防屈曲钢支撑阻尼器的试验研究[J]. 土木工程学报,2006,39(7):9-14. LI Yan, WU Bin, WANG Qianying, et al.An experimental study of anti-buckling steel damping-braces[J].China Civil Engineering Journal, 2006, 39(7):9-14.(in Chinese)
[6]
程光煜,叶列平,许秀珍,等. 防屈曲耗能钢支撑的试验研究[J]. 建筑结构学报,2008,29(1):31-39. CHENG Guangyu, YE Lieping, XU Xiuzhen, et al. Experimental researches on buckling-restrained brace[J]. Journal of Building Structures, 2008, 29(1):31-39.(in Chinese)
[7]
董石麟,邢 栋,赵 阳. 现代大跨空间结构在中国的应用与发展[J]. 空间结构,2012,18(1):3-16. DONG Shilin, XING Dong, ZHAO Yang. Application and development of modern long-span space structures in China[J]. Spatial Structures, 2012, 18(1):3-16.(in Chinese)
[8]
蔡益燕,郁银泉. 屈曲约束支撑和制震设计[A].高层建筑抗震技术交流会论文集(第九届)[C].厦门:2003,7-10. CAI Yiyan, YU Yinquan. Buckling-restrained braces and aseismatic design[A].The proceedings of anti-seismic technology for high-rise buildings conference(9th)[C]. Xiamen: 2003, 7-10.(in Chinese)
[9]
张映玲. 网架结构中的BRB力学性能及其抗震性能分析[D]. 哈尔滨:哈尔滨工业大学,2009. ZHANG Yingling. Analysis of mechanical and seismic-resistance properties of buckling restrained braces in space truss[D].Harbin: Harbin Institute of Technology, 2009.(in Chinese)
[10]
王秀丽,周锟,吴长. 强震作用下带屈曲约束支撑的K型网壳整体结构性能分析[J]. 北京交通大学学报,2011,35(1):61-67. WANG Xiuli, ZHOU Kun, WU Chang.Performance analysis of K-reticulated shell structure with BRBs under severe earthquakes[J]. Journal of Beijing Jiaotong University, 2011, 35 (1):61-67. (in Chinese)
[11]
郭彦林,刘建彬,蔡益燕,等. 结构的耗能减震与防屈曲支撑[J]. 建筑结构,2005,35(8):18-23. GUO Yanlin, LIU Jianbin, CAI Yiyan, et al. Structural energy dissipation and seismic mitigation method and buckling-restrained brace[J]. Building Structure, 2005,35(8):18-23.(in Chinese)
[12]
Black C J, Makris N, Aiken I D. Component testing, seismic evaluation and characterization of buckling-restrained braces[J]. Journal of Structural Engineering, June, 2004.
[13]
马 宁. 全钢防屈曲支撑及其钢框架结构抗震性能与设计方法[D]. 哈尔滨:哈尔滨工业大学,2010. MA Ning. Seismic behavior and deign method of all-steel bucklingrestrained braces and steel frames[D].Harbin: Harbin Institute of Technology, 2010.(in Chinese)
[14]
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]. Journal of Earthquake Engineering and Engineering Vibration, 2007,27(2):26-31.(in Chinese)
[15]
Fahnestock L A, Sause R, Ricles J M, Lu L W. Ductility demands on buckling-restrained braced frames under earthquake loading[J]. Journal of Earthquake Engineering and Engineering Vibration, 2003, 2(2): 255-268.
[16]
程光煜,叶列平,崔鸿超. 防屈曲耗能钢支撑设计方法的研究[J]. 建筑结构学报,2008,29(1):40-48. CHENG Guangyu, YE Lieping, CUI Hongchao. Study on the design method of buckling-restrained brace[J].Journal of Building Structures, 2008, 29(1):40-48.(in Chinese)
