Fischer G, Li V C. Deformation behavior of fiber-reinforced polymer reinforced engineered cementitious composite (ECC) flexural members under reversed cyclic loading conditions [J]. ACI Structural Journal, 2003, 100(1): 25―35.
[2]
Kodur V K R, Campbell T I. Evaluation of moment redistribution in a two-Span continuous prestressed concrete beam [J]. ACI Structural Journal, 1996, 93(6): 721―728.
[3]
Park R, Paulay T. Reinforced concrete structures [M]. The United States of America: John Wiley & Sons, 1975.
[4]
Priestley M J N, Kowalsky M J. Direct Displacement- based seismic design of concrete buildings [J]. Bulletion of the New Zealand Society for Earthquake Engineering, 2000, 33(4): 421―444.
[5]
Wyche P J, Uren J G, Reynolds G C. Interaction between prestress secondary moments, moment redistribution, and ductility-a treatise on the Australian concrete codes [J]. ACI Structural Journal, 1993, 89(1): 57―70.
ACI Committee 318, Building code requirements for structural concrete (ACI 318-95) and commentary (318R-95) [S]. Farmington Hills, Michigan, USA: American Concrete Institute, 1995: 369.
[8]
Qian Jiaru, Cheng Lirong, Zhou Dongliang. Behavior of axially loaded concrete columns confined with ordinary hoops [J]. Journal of Tsinghua University, 2002, 42(10): 1369―1373. (in Chinese)
[9]
Architectural Institute of Japan. AIJ structural Japanese design guidelines for reinforced concrete building [S]. Japan, 1990: 77―123.
[10]
Canadian Standards Association. Code for the design of concrete structures for buildings (CAN3-A23.3-M84) [S]. Rexdale, Ontario, Canada, 1984: 281.
[11]
British Standards Institution. The structural use of concrete: Part 1, code of practice for design and construction [S]. 389 Chiswick High Road, London, UK: British Standards Institution, 1985: 99.
[12]
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.
[13]
GB 50010-2010, Code for design of concrete structures [S]. Beijing: China Architecture and Building Press, 2010. (in Chinese)
[14]
Mattock A H, Yamzaki J, Kattula B T. Comparative study of prestressed concrete beams with and without bond [J]. ACI Journal, 1971, 68(2): 116―125.
[15]
Lin T Y, Thornton K. Secondary moment and moment redistribution in continuous prestressed concrete beams [J]. PCI Journal, 1972, 17(1): 8―20.
[16]
ACI Committee 318. Code requirements for reinforced concrete (ACI 318-71) [S]. Farmington Hills, Michigan, USA: American Concrete Institute, 1971: 78.
[17]
Du Jinsheng, Liu Xila. Experimental study of RC continuous beams strengthened by external prestressing [C]// Innovation and sustainability of modern railway: Lei Xiaoyan. Proceedings of ISMR’ 2008. Beijing: China Railway Publishing House, 2008: 221―227.
[18]
Aravinthan T, Witchukreangkrai E, Mutsuyoshi H. Flexural behavior of two-span continuous prestressed concrete girders with highly eccentric external tendons [J]. ACI Structural Journal, 2005, 102(3): 402―411.
Jian Bin, Bai Shaoliang, Wang Zhenglin. Ductility requirement in the moment redistribution of prestressed concrete continuous beams [J]. Engineering Mechanics, 2001, 18(2): 51―57. (in Chinese)
