Xue Weichen. Progress of studies and applications of precast concrete frame structure systems [J]. Industrial Construction, 2002, 32(11): 47―50. (in Chinese)
Ye Lieping, Lin Xuchuan, Wang Xunliu. Self-centering performance and seismic performanceof prestressed concrete structures [C]. Hunan, Changsha: "Development of green technology, construction managing structure"academic of the 14th national conference on concrete and prestressed concrete, 2007. (in Chinese)
[5]
潘振华. 具有自复位能力的钢框架体系研究[D]. 北京: 清华大学, 2010.
[6]
Pan Zhenhua. Research on self-centering capacity of steel frame system [D]. Beijing: Tsinghua University, 2010. (in Chinese)
Pan Zhenhua, Pan Peng, Ye Lieping, et al. Finite element simulation and parameter analysis on self-centering capacity of steel frame joint [J]. Journal of Building Structures, 2011, 32(3): 35―42. (in Chinese)
Pan Zhenhua, Pan Peng, Qiu Fawei, et al. Research on self-centering capacity of steel frame system [J]. China Civil Engineering Journal, 2010, 1(43): 403―410. (in Chinese)
Cai Xiaoning, Meng Shaoping, Sun Weiwei: Experimental research on self-centering frame side joint’s seismic performance [J]. China Civil Engineering Journal, 2012, 45(12): 29―37. (in Chinese)
[13]
Cheok G S, Lew H S. Performance of precast concrete beam-to-column connections subject to cyclic loading [J]. PCI Journal, 1991, 36(3): 56―67.
[14]
Cheok G S, Lew H S. Model precast concrete beam-to-column connections subject to cyclic loading [J]. PCI Journal, 1993, 38(4): 80―92.
[15]
Priestley, MJNigel. Overview of presss research program [J]. PCI Journal, 1991, 36(4): 50―57.
[16]
Ersoy U, Tankut T. Precast concrete members with welded plate connections under reversed cyclic loading [J]. PCI Journal, 1993, 4(3): 94―100.