[1] 吴刚,冯德成.装配式混凝土框架节点基本性能研究进展[J].建筑结构学报,2018,39(2):1-16.
WU Gang, FENG Decheng.Research progress on fundamental performance of precast concrete frame beam-to-column connections [J]. Journal of Building Structures, 2018, 39(2):1-16.
[2] CHOI H K,CHOI Y C,CHOI C S. Development and testing of precast concrete beam-to-column connections [J]. Engineering Structures, 2013, 56(6): 1820-1835.
[3] KIM J H, CHO Y S, LEE K H. Structural performance evaluation of circular steel bands for PC column-beam connection [J]. Magazine of Concrete Research, 2013, 65(23): 1377-1384.
[4] BRECCOLOTTI M, GENTILE S, TOMMASINI M, et al. Beam-column joints in continuous RC frames: Comparison between cast-in-situ and precast solutions [J]. Engineering Structures, 2016, 127: 129-144.
[5] 范力,吕西林,赵斌,等.装配式预制混凝土框架结构拟动力试验研究[J].地震工程与工程振动,2007,27(6):97-105.
FAN Li, L Xilin, ZHAO Bin, et al. Pseudo-dynamic test on jointed precast concrete frame structures [J]. Earthquake Engineering and Engineering Vibration, 2007, 27(6):97-105.
[6] 郭子雄,朱奇云,刘阳,等.装配式钢筋混凝土柱-钢梁框架节点抗震性能试验研究[J].建筑结构学报,2012,33(7):98-105.
GUO Zixiong, ZHU Qiyun, LIU Yang, et al. Experimental study on seismic behavior of a new type of prefabricated RC column-steel beam frame connections[J]. Journal of Building Structures, 2012, 33(7): 98-105.
[7] 赵作周,韩文龙,钱稼茹,等.钢筋套筒挤压连接装配整体式梁柱中节点抗震性能试验研究[J].建筑结构学报,2017,38(4):45-53.
ZHAO Zuozhou, HAN Wenlong, QIAN Jiaru, et al. Experimental study on seismic behavior of assembled monolithic beam-column interior joints with rebar spliced by pressed sleeve [J]. Journal of Building Structures, 2017, 38(4): 45-53.
[8] 柳旭东,王东辉,刘帅,等.装配式梁柱边节点抗震性能试验研究[J].建筑结构,2016,46(10):87-90.
LIU Xudong, WANG Donghui, LIU Shuai, et al. Experimental study on seismic behavior of prefabricated edged beam-column joint [J]. Building Structure, 2016, 46 (10):87-90.
[9] YANG K-H, SEO E-A, HONG S-H. Cyclic flexural tests of hybrid steel-precast concrete beams with simple connection elements [J]. Engineering Structures, 2016, 118: 344-356.
[10] KHALOO A, ROOHOLAH B D. Seismic performance of precast RC column to steel beam connections with variable joint configurations [J]. Engineering Structures, 2018, 160: 408-418. |