[1] D'ARCY T J, NASSER G D, GHOSH S K. Building code provisions for precast/prestressed concrete: a brief history [J]. PCI Journal, 2003, 48(6):116-124.
[2] PRIESTLEY M J N. The PRESSS program-current status and proposed plans for phase III[J]. PCI Journal, 1996, 41(2):22-40.
[3] 聂建国. 钢-混凝土组合结构[M]. 北京: 中国建筑工业出版社, 2005:5-28.(NIE Jianguo. Steel-concrete composite structures [M].Beijing: China Architecture & Building Press, 2005:5-28. (in Chinese))
[4] 周天华. 方钢管混凝土柱-钢梁框架节点抗震性能及承载力研究[D]. 西安: 西安建筑科技大学, 2004:6-15.(ZHOU Tianhua. Study on seismic behavior and load-carrying capacity of concrete-filled square tubular column to steel beam connection[D]. Xi'an: Xi'an University of Architecture and Technology, 2004:6-15. (in Chinese))
[5] 韩林海. 钢管混凝土结构:理论与实践[M]. 北京:科学出版社, 2007:3-27.(HAN Linhai. Concrete filled steel tubular structures:theory and practice[M].Beijing: Science Press, 2007:3-27. (in Chinese))
[6] 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))
[7] RODRIGUES H, ROMAO X, ANDRADE-CAMPOS A. Simplified hysteretic model for the representation of the biaxial bending response of RC columns[J]. Engineering Structures, 2012, 44:146-158.
[8] 殷小溦, 吕西林,卢文胜. 配置十字型钢的型钢混凝土柱恢复力模型[J].工程力学,2014,31(1):97-103. (YIN Xiaowei, LU Xilin, LU Wensheng. Resilience model of SRC columns with cross-shaped encase steel[J]. Engineering Mechanics, 2014, 31(1): 97-103. (in Chinese))
[9] 董三升, 赵均海,雷自学,等. 高强混凝土加芯柱恢复力特性研究[J].中国公路学报,2012,25(4):90-96. (DONG Sansheng, ZHAO Junhai, LEI Zixue, et al. Research on the restoring force of high-strength concrete columns with central reinforcement[J]. China Journal of Highway and Transport, 2012, 25(4):90-96. (in Chinese))
[10] 隋龑, 薛建阳,董金爽,等. 附设粘滞阻尼器的混凝土仿古建筑梁-柱节点恢复力模型试验研究[J]. 工程力学, 2019, 36(增刊1):44-53.(SUI Yan, XUE Jianyang, DONG Jinshuang, et al. The experimental research on the restoring force model of lintel-column joints of concrete archaizing buildings with viscous dampers [J]. Engineering Mechanics, 2019, 36 (Suppl.1): 44-53. (in Chinese))
[11] SIVASELVAN M V, REINHORN A M. Hysteretic models for deteriorating inelastic structures[J]. Journal of Engineering Mechanics, 2000, 126(6): 633-640.
[12] 郏书朔, 王燕, 王修军, 等. 矩形钢管柱与H型钢梁单边螺栓连接节点的抗震性能与恢复力模型研究[J]. 建筑结构学报, 2020, 41(5):168-179.(JIA Shushuo, WANG Yan, WANG Xiujun, et al. Seismic behavior and restoring force model of connections between rectangular tubular columns and H-shaped beams using single direction bolts [J].Journal of Building Structures, 2020, 41(5):168-179.(in Chinese))
[13] 李毅. 中空夹层钢管混凝土柱与钢-混凝土梁组合节点的性能研究[D]. 长沙:湖南大学, 2012:114-120.(LI Yi. Research on the behaviors of composed joints for concrete-filled double skin steel tubular columns and steel-concrete composite beams[D].Changsha: Hunan University, 2012:114-120. (in Chinese))
[14] LI W, HAN L H. Seismic performance of CFST column to steel beam joint with RC slab: joint model[J].Journal of Constructional Steel Research, 2012, 73: 66-79.
[15] 李冬生, 张月,都方竹.一种可更换自复位的装配式连接节点及施工方法: CN108755975B [P]. 2020-08-21.
[16] ACI 374 Committee. Acceptance criteria for moment frames based on structural testing and commentary:ACI 374.1-05[S]. Farmington Hills, MI: American Concrete Institute, 2005.
[17] 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.
[18] HO C M. Inelastic design of reinforced concrete beams and limited ductile high-strength concrete columns[D]. Hong Kong: University of Hong Kong, 2003:292-296.
[19] ELLIOTT K S, DAVIES G, FERREIRA M, et al. Can precast concrete structures be designed as semi-rigid frames? Part 2: analytical equations and column effective length factors [J]. The Structural Engineer, 2003, 19:28-37.
[20] 建筑抗震试验规程:JGJ/T 101—2015[S]. 北京:中国建筑工业出版社, 2015. (Specification for seismic test of buildings: JGJ/T 101—2015[S]. Beijing: China Architecture & Building Press, 2015. (in Chinese))
[21] ASCE. Seismic rehabilitation of existing buildings: ASCE/SEI 41-06 [M]. Reston, VA:ASCE, 2007.