蔡建国,冯 健,王蜂岚,等.考虑节点刚度的预制混凝土框架结构分析[J].东南大学学报:自然科学版,2009,39(5):1054-1058. CAI Jianguo,FENG Jian,WANG Fenglan,et al.Structural analysis of precast concrete frames considering joint stiffness[J].Journal of Southeast University:Natural Science, 2009,39(5):1054-1058.(in Chinese)
[2]
陆铁坚,吴继亮,张建军. 半刚性连接钢框架内力及侧移的近似计算[J]. 铁道科学与工程学报,2008,5(3):1-5. LU Tiejian,WU Jiliang,ZHANG Jianjun. Approximate calculation of internal force and sway of the semi-rigid jointed steel frame [J].Journal of Railway And Engineering,2008, 5(3):1-5.(in Chinese)
[3]
柳炳康,黄慎江,宋满荣,等.预制预应力混凝土装配整体式框架拟动力实验研究[J].地震工程与工程振动,2010,30(5):65-71. LIU Bingkang,HUANG shenjiang,SONG Manrong,et al. Pseudo-dynamic research on post-tensioned precast prestressed concrete frame[J]. Journal of Earthquake Engineering and Engineering Vibration, 2010,30(5):65-71.(in Chinese)
[4]
Wong Y L,Yu T,Chan S L.A simplified analytical method for unbraced composite frames with semi-rigid connections [J].Journal of Constructional Steel Research, 2007,63(7):961-969.
[5]
侯 颖,霍 达,滕海文,等.半刚性节点钢框架系统的强度可靠性分析[J].北京工业大学学报,2010,36(11):1477-1481. HOU Ying,HUO Da,TENG Haiwen,et al.Analysis of strength reliability of semi-rigid steel frame [J].Journal of Beijing University of Technology, 2010,36(11):1477-1481.(in Chinese)
[6]
Sucuoglu H.Effect of connection rigidity on seismic response of precast concrete frames [J]. PCI Jounal,1995, 40(1):94-103.
[7]
柳炳康,宋满荣,蒋亚琼,等.预制预应力混凝土装配整体式框架抗震性能实验研究[J].建筑结构学报,2011,32(2):24-32. LIU Bingkang,SONG Manrong,JIANG Yaqiong,et al. Experimental study on seismic performance of post-tensioned precast prestressed concrete frame[J].Journal of Building Structures, 2011,32(2):24-32.(in Chinese)
[8]
王 燕,李华军,厉见芬.半刚性梁柱节点连接的初始刚度和结构内力分析[J].工程力学.2003,20(6):65-69. WANG Yan,LI Huajun, LI Jianfen. Initial stiffness of semi-rigid beam-to-column connections and structural internal force analysis[J].Engineering Mechanics,2003, 20(6):65-69.(in Chinese)
