郭子雄, 杨勇. 恢复力模型研究现状及存在问题[J]. 世界地震工程, 2004, 20(4): 47-51. Guo Zixiong, Yang Yong. State-of-the-art of restoring force models for RC structures [J]. World Earthquake Engineering, 2004, 20(4): 47-51. (in Chinese)
[2]
陈亮. 高强不锈钢绞线网用于混凝土柱抗震加固的试验研究[D]. 北京: 清华大学, 2004. Chen Liang. Experimental study of the seismic behavior of RC column strengthened with high strength steel wire [D]. Beijing: Tsinghua University, 2004. (in Chinese)
[3]
魏洋, 吴刚, 吴智深, 等. 不同材料环向缠绕加固混凝土墩柱抗震性能比较研究[J]. 世界桥梁, 2008(3): 36-40. Wei Yang, Wu Gang, Wu Zhishen, et al. Comparative study of seismic performance of concrete pier columns strengthened by circularly wrapping by different materials [J]. World Bridges, 2008(3): 36-40. (in Chinese)
[4]
Choi Jun-Hyeok. Seismic retrofit of reinforced concrete circular columns using stainless steel wire mesh composite [J]. Canadian Journal of Civil Engineering, 2008, 35(2): 140-147.
[5]
Saatcioglu M, Yalcin C. External prestressing concrete columns for improved seismic shear resistance [J]. Journal of Structural Engineering, ASCE, 2003, 129(8): 1057-1070.
[6]
邓宗才, 郭俊平, 肖锐. 一种预应力钢绞线加固混凝土柱体的张拉锚固系统[P]. 中国: CN201010152467.X, 2010-08-25. Deng Zongcai, Guo Junping, Xiao Rui. A stressing and anchoring system of prestressing steel wire strengthening concrete column [P]. Chinese patent: CN201010152467.X, 2010-08-25. (in Chinese)
[7]
阎石, 肖潇, 阚立新, 等. 高强钢筋高强混凝土柱恢复力模型[J]. 沈阳建筑大学学报(自然科学版), 2005, 21(2): 81-85. Yan Shi, Xiao Xiao, Kan Lixin, et al. Resilience model of high-strength reinforcement and high-strength concrete columns [J]. Journal of Shenyang Jianzhu University (Natural Science), 2005, 21(2): 81-85. (in Chinese)
[8]
Roufaiel M S L, Meyer C. Analytical modeling of hysteretic behavior of R/C frames [J]. Journal of Structural Engineering, 1987, 113(3): 429-444.
[9]
贡金鑫, 李金波, 赵国藩. 受腐蚀钢筋混凝土构件的恢复力模型[J]. 土木工程学报, 2005, 38(11): 38-44. Gong Jinxin, Li Jinbo, Zhao Guofan. Restoring force model of corroded reinforced concrete elements [J]. China Civil Engineering Journal, 2005, 38(11): 38-44. (in Chinese)
[10]
GB 50010-2010, 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2010: 35. GB 50010-2010, Code for design of concrete structures [S]. Beijing: China Architecture and Building Press, 2010: 35. (in Chinese)
[11]
Mander 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.
[12]
赵忠虎, 谢和平, 许博, 等. 钢筋混凝土压弯构件恢复力特性研究状况[J]. 工业建筑, 2006, 36(1): 62-65. Zhao Zhonghu, Xie Heping, Xu Bo, et al. Present status of research on characteristics of restoring force of RC compression-flexure member [J]. Industrial Construction, 2006, 36(1): 62-65. (in Chinese)
[13]
姜锐, 苏小卒. 塑性铰长度经验公式的比较研究[J]. 工业建筑, 2008, 35(增刊): 425-430. Jiang Rui, Su Xiaozu. Comparative study on emprical plastic hinge length formulas [J]. Industrial Construction, 2008, 38(Suppl): 425-430. (in Chinese)
[14]
过镇海, 时旭东. 钢筋混凝土原理和分析[M]. 北京: 清华大学出版社, 2003: 17, 352-353. Guo Zhenhai, Shi Xudong. Reinforced concrete theory and analyses [M]. Beijing: Tsinghua University Press, 2003: 17, 352-353. (in Chinese)
[15]
邓宗才, 李建辉. 混杂FRP加固腐蚀混凝土柱恢复力模型研究[J]. 工程力学, 2011, 28(8): 151-159. Deng Zongcai, Li Jianhui. Study on restoring force model of RC columns strengthed with hybrid FRP [J]. Engineering Mechanics, 2011, 28(8): 151-159. (in Chinese)
