Page 211 - 《振动工程学报》2026年第3期
P. 211

第 3 期             马伟猛,等: 结构阻尼对 Π 型主梁断面竖向涡振响应的影响及响应峰值预测                                     811

                   Journal of Wind Engineering and Industrial Aerodynam⁃  工程学报, 2024, 37(11): 1826-1835.
                   ics, 1982, 10(3): 263–265.                        HUANG  Zhiwen,  MA  Weimeng,  FENG  Yuncheng,
             [14] LARSEN  A.  A  generalized  model  for  assessment  of   et al. A novel eddy current damper for damping adjust⁃
                   vortex-induced vibrations of flexible structures[J]. Jour⁃  ment  of  the  spring⁃suspended  sectional  model  system
                   nal  of  Wind  Engineering  and  Industrial  Aerodynamics,   [J].  Journal  of  Vibration  Engineering,2024,  37(11):
                   1995, 57(2-3): 281-294.                           1826-1835.
             [15] 段青松, 马存明 . 半开口和分离边箱开口断面主梁竖                    [20] XU Kun, GE Yaojun, ZHAO Lin. Quantitative evalua⁃
                   向 涡 振 性 能 对 比[J]. 交 通 运 输 工 程 学 报 , 2021, 21      tion  of  empirical  models  of  vortex-induced  vibration  of
                  (4): 130-138.                                      bridge decks through sectional model wind tunnel testing
                   DUAN Qingsong, MA Cunming. Comparison of verti⁃  [J]. Engineering Structures, 2020, 219: 110860.
                   cal  vortex-induced  vibration  characteristics  between   [21] SCANLAN  R  H.  On  the  state-of-the-art  methods  for
                   semi-open  girder  and  separated  edge-boxes  open  girder  calculations  of  flutter,  vortex-induced  and  buffeting  re⁃
                  [J]. Journal of Traffic and Transportation Engineering,  sponse  of  bridge  structures:  FHWA/RD-80/050[R].
                   2021,21(4):130-138.                               Nat.  Tech.  Information  Service,  Springfield,  VA,
             [16] MARRA  A  M,  MANNINI  C,  BARTOLI  G.  Mea⁃       USA, 1981.
                   surements and improved model of vortex-induced vibra⁃  [22] 陈政清, 肖潇, 黄智文, 等 . 节段模型弹性悬挂系统的
                   tion for an elongated rectangular cylinder[J]. Journal of   阻尼非线性对涡激力模型参数识别结果的影响[J]. 铁
                   Wind  Engineering  and  Industrial  Aerodynamics,2015,  道科学与工程学报, 2021, 18(4): 821-829.
                   147: 358-367.                                     CHEN  Zhengqing,  XIAO  Xiao,  HUANG  Zhiwen,  et
             [17] ZHANG  Mingjie,  XU  Fuyou,  YU  Haiyan.  A  simpli⁃  al. Influence of the nonlinearity of spring-suspended sec⁃
                   fied  model  to  evaluate  peak  amplitude  for  vertical  vor⁃  tional model systems on identification of vortex-induced
                   tex-induced  vibration  of  bridge  decks[J].  International   vibration parameters[J]. Journal of Railway Science and
                   Journal of Mechanical Sciences, 2021, 192: 106145.
                                                                     Engineering, 2021, 18(4): 821-829.
             [18] 华旭刚, 马伟猛, 黄智文, 等 . 基于精确阻尼调控的桥                 [23] 李加武, 林志兴, 项海帆 . 桥梁断面雷诺数效应[J]. 空
                   梁 竖 弯 涡 振 Sc 数 影 响[J]. 湖 南 大 学 学 报(自 然 科 学        气动力学学报, 2005, 23(1): 123-128.
                   版), 2022, 49(5): 17-25.
                                                                     LI  Jiawu,  LIN  Zhixing,  XIANG  Haifan.  Reynolds
                   HUA  Xugang,  MA  Weimeng,  HUANG  Zhiwen,  et    number  effect  of  bridge  deck  section[J].  Acta  Aerody⁃
                   al. Effect of Sc Number on vertical vortex-induced vibra⁃
                                                                     namica Sinica, 2005, 23(1): 123-128.
                   tion of bridges based on precise damping adjustment[J].
                   Journal of Hunan University (Natural Sciences), 2022,   第一作者: 马伟猛(1995―),男,博士研究生。
                   49(5): 17-25.                                         E-mail: maweimeng@hnu.edu.cn
             [19] 黄智文, 马伟猛, 冯云成, 等 . 节段模型弹性悬挂系统                 通信作者: 赵健业(1991―),男,博士研究生。
                   阻尼调节用电涡流阻尼器的设计与性能验证[J]. 振动                           E-mail: tkyzjy@163.com
   206   207   208   209   210   211   212   213   214   215   216