J J, Wada A, Iwata M, et al. Damage-controlled structures. I: Preliminary design methodology for seismically active regions [J]. Journal of Structural Engineering, 1997, 123(4): 423―431.
[2]
K, Popov E. Cyclic web buckling control for shear link beams [J]. Journal of Structural Engineering, 1986, 112(3): 505―523.
[3]
K, Popov E. General behavior of WF steel shear link beams [J]. Journal of Structural Engineering, 1986, 112(2): 362―382.
[4]
C J, Makris N, Aiken I D. Component testing, seismic evaluation and characterization of buckling- restrained braces [J]. Journal of Structural Engineering, 2004, 130(6): 880―894.
[5]
Q. State of the art of buckling-restrained braces in Asia [J]. Journal of Constructional Steel Research, 2005, 61(6): 727―748.
[6]
L A, Ricles J M, Sause R. Experimental evaluation of a large-scale buckling-restrained braced frame [J]. Journal of Structural Engineering, 2007, 133(9): 1205―1214.
[7]
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.[7] 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)
[8]
张素梅, 吕大刚, 蒋守兰. 抑制屈曲支撑布置原则对钢框架抗震性能的影响[J]. 工程力学, 2009, 26(7): 140―146.[8] Jia Mingming, Zhang Sumei, Lü Dagang, Jiang Shoulan. Influence of layout principle of buckling-restrained braces on aseismic performance of steel frame [J]. Engineering Mechanics. 2009, 26(7): 140―146. (in Chinese)
[9]
张慧, 杜海燕, 梁峰, 尹学军. 防屈曲支撑恢复力的特点及计算模型研究[J]. 工程力学, 2011, 28(6): 19―28.[9] Gao Xiangyu, Zhang Hui, Du Haiyan, Liang Feng, Yin Xuejun. Study on characterization and modeling of buckling-restrained brace [J]. Engineering Mechanics. 2011, 28(6): 19―28. (in Chinese)
[10]
C C, Uang C, Seible F. Cyclic testing of built-up steel shear links for the new bay bridge [J]. Journal of Structural Engineering, 2003, 129(6): 801―809.
[11]
S, Bruneau M. Buckling restrained braces as structural fuses for the seismic retrofit of reinforced concrete bridge bents [J]. Engineering Structures. 2011, 33(3): 1052―1061.
[12]
Limin, Xie Wen. Damage mechanism and damage control of long span cable-stayed bridges under strong earthquake [C]// Proceedings of the Fifth World Conference on Structural Control and Monitoring. Tokyo Japan, 2010: 108―120.
[13]
魏俊. 大跨度斜拉桥耗能型辅助墩抗震性能试验研究[J]. 同济大学学报(自然科学版), 2013, 41(9): 1333―1340.[13] Sun Limin, Wei Jun. Experimental investigation on seismic performance of energy dissipation subsidiary piers for long-span cable-stayed bridge [J]. Journal of Tongji University (Natural Science), 2013, 41(9): 1333―1340. (in Chinese)
[14]
E, Michel B. Experimental and analytical investigation of bridge piers having structural fuses and bi-steel columns [C]// Proceedings of the Eighth International Conference on Short and Medium Span Bridges. Niagara Falls, Canada, 2010: 324―329.
[15]
J O, Popov E P. Design considerations for shear links in eccentrically brace frames [R]. Report No. UCB/EERC-83/24, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, 1983.
[16]
F F, Spacone E, Filippou F C. A fiber beam-column element for seismic response analysis of reinforced concrete structures [R]. Report No. UCB/EERC-91/17, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, 1991.
[17]
T, Ghobarah A. Analytical model for shear link behavior [J]. Journal of Structural Engineering, 1995, 121(11): 1574―1580.
[18]
J B, Priestley M J N, Park R. Theoretical stress-strain model for confined concrete [J]. Journal of Structural Engineering, 1988, 114(8): 1804―1826.
[19]
M, Pinto P. Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending [C]// Proceedings of IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads. Lisbon, Portugal, 1973: 15―22.
[20]
F C, Popov E P, Bertero V V. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints [R]. Report No. UCB/EERC-83/19, Earthquake Engineering Research Centre, College of Engineering, University of California, Berkeley, 1983.
[21]
孙利民. 新型耗能辅助墩抗震性能的参数研究[J]. 工程力学, 2012, 29(增刊1): 156―161.[21] Wei Jun, Sun Limin. Parametric studies of seismic performance on energy dissipation subsidiary piers [J]. Engineering Mechanics, 2012, 29(Suppl 1): 156―161. (in Chinese)
