Page 228 - 《振动工程学报》2025年第8期
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1868                               振   动   工   程   学   报                               第 38 卷

                   WU  Kun,CHE  Shunli,XUE  Jianyang,et  al.  Design   2023, 43(6): 1183-1198.
                   and  test  of  key  joints  in  traditional  style  building[J].   XU Gaowa,OU Jinping. State‑of‑the‑art and prospect
                   Building Structure,2017, 47(22): 89-93.           of  prefabricated  beam-column  connection  with  passive
             [5] 薛建阳,翟磊,高卫欣,等 . 仿古建筑矩形与圆形钢管                          energy  dissipation  technology[J].  Journal  of  Disaster
                   柱连接抗震性能试验研究[J]. 建筑结构学报 ,2016,                     Prevention  and  Mitigation  Engineering ,  2023,  43(6):
                   37(2): 81-91.                                     1183-1198.
                   XUE Jianyang,ZHAI Lei,GAO Weixin,et al. Experi‑  [13] ELDIN M N, DEREJE A J, KIM J. Seismic retrofit of
                   mental study on seismic performances of connections be‑  RC  buildings  using  self-centering  PC  frames  with  fric‑
                   tween  rectangular  steel  pipe  column  and  circular  steel   tion-dampers[J].  Engineering  Structures,  2020,  208:
                   pipe  column  in  imitated  ancient  building[J].  Journal  of   109925.
                   Building Structures,2016, 37(2): 81-91.      [14] 杨参天,李爱群, 贾军波 . 含转动摩擦型干式梁-柱节
             [6] 戚亮杰,薛建阳,许丹 . 考虑损伤效应的钢管转换柱抗                          点的新型装配式混凝土框架结构抗震性能研究[J]. 工
                   震 性 能 试 验 研 究 与 理 论 模 型[J].  建 筑 结 构 学 报 ,        程力学,2022,39(8):223-231.
                   2021, 42(增刊 1): 239-248.                          YANG Cantian,LI Aiqun,JIA Junbo. The seismic per‑
                   QI Liangjie,XUE Jianyang,XU Dan,et al. Experimen‑  formance of precast concrete frame structures with dry-
                   tal  study  and  theoretical  model  of  seismic  behavior  of   connected rotational friction beam-column joints[J]. En‑
                   steel  transition  columns  considering  damage  effect[J].   gineering Mechanics,2022,39(8):223-231.
                   Journal of Building Structures, 2021, 42(Sup1): 239-  [15] 陈云, 陈超, 徐子凡, 等 . 装配式梁柱转动摩擦耗能节
                   248.                                              点 抗 震 性 能 试 验 研 究[J]. 振 动 工 程 学 报 , 2022, 35
             [7] 薛建阳,翟磊,马林林,等 . 钢结构仿古建筑带斗栱檐                         (1): 45-54.
                   柱抗震性能试验研究及有限元分析[J]. 土木工程学                         CHEN  Yun,  CHEN  Chao,  XU  Zifan,  et  al.  Experi‑
                   报,2016, 49(7): 57-67.                             mental  study  on  seismic  performance  of  prefabricated
                   XUE Jianyang,ZHAI Lei,MA Linlin,et al. Experimen‑  beam to column rotation friction energy dissipation con‑
                   tal  study  and  numerical  analysis  on  seismic  behavior  of   nection[J].  Journal  of  Vibration  Engineering,2022,35
                   steel  eave  columns  with  Dougong  in  imitated  ancient   (1):45-54.
                   building[J].  China  Civil  Engineering  Journal,2016,49  [16] HUANG L H,ZHOU Z,HUANG X G,et al. Variable
                  (7):57-67.                                         friction  damped  self-centering  precast  concrete  beam-
             [8] XUE J Y,MA L L,WU Z J,et al. Influence analysis of   column  connections  with  hidden  corbels:  experimental
                   bracket  set  on  seismic  performance  of  steel  eave  col‑  investigation  and  theoretical  analysis[J].  Engineering
                   umns in Chinese traditional style buildings[J]. Structur‑  Structures, 2020, 206: 110150.
                   al Design of Tall and Special Buildings, 2018, 27(8):   [17] LI  Y  D,GENG  F  F,DING  Y  L,  et  al.  Influence  of
                   e1462.                                            mild steel damper design parameters on energy dissipa‑
             [9] 薛建阳,吴占景,隋䶮,等 . 仿古建筑钢结构双梁-柱边                         tion  performance  of  low-damage  self-centering  precast
                   节点抗震性能试验研究[J]. 建筑结构学报 ,2015,36                    concrete frame connections[J]. Soil Dynamics and Earth‑
                  (3): 80-89.                                        quake Engineering, 2021, 144: 106696.
                   XUE  Jianyang,WU  Zhanjing,SUI  Yan,et  al.  Experi‑  [18] 俞昊然,李维滨 . 装配 U 形阻尼器的 SMA 自复位钢框
                   mental  study  on  seismic  performance  of  steel  double-  架梁柱节点抗震性能研究[J]. 建筑结构学报,2024,45
                   beams  column  exterior  joints  in  antique  style  building  (4):38-49.
                  [J]. Journal of Building Structures,2015, 36(3): 80-89.  YU  Haoran,  LI  Weibin.  Seismic  behavior  of  SMA
             [10] 薛建阳,吴占景,隋龑,等 . 传统风格建筑钢结构双梁-                        self‑centering  steel  beam‑to‑column  connections  with
                   柱中节点抗震性能试验研究及有限元分析[J]. 工程力                        U‑shaped  dampers[J].  Journal  of  Building  Structures,
                   学,2016,33(5):97-105.                              2024, 45(4): 38-49.
                   XUE  Jianyang,WU  Zhanjing,SUI  Yan,et  al.  Experi‑  [19] WU  C  X,LI  D  B,DENG  X  S,et  al.  Experimental
                   mental  study  and  numerical  analysis  on  seismic  perfor‑  study  on  precast  concrete  moment-resisting  frame  sys‑
                   mance  of  steel  double  beams-column  interior-joints  in   tem with sector lead viscoelastic dampers[J]. Structural
                   traditional  style  building[J].  Engineering  Mechanics,   Control and Health Monitoring,2021,28(7):e2746.
                   2016, 33(5): 97-105.                         [20] 董金爽,公衍茹,隋龑,等 . 快速谐波荷载作用下仿古
             [11] XUE  J  Y,Qi  L  J.  Experimental  studies  on  steel  frame   建筑双枋-柱组合件力学性能研究[J]. 振动工程学报,
                   structures  of  traditional-style  buildings[J].  Steel  and   2023,36(4):1073-1082.
                   Composite Structures, 2016, 22(2): 235-255.       DONG Jinshuang, GONG Yanru,SUI Yan, et al. Me‑
             [12] 许高娲, 欧进萍 . 预制装配式结构梁柱节点被动耗能                         chanical  properties  on  antique  buildings  dual-lintel-col‑
                   减 振 技 术 研 究 现 状 及 展 望[J]. 防 灾 减 灾 工 程 学 报 ,       umn subassemblages under fast harmonic load[J]. Jour‑
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