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Volume 52 Issue 5
Jul.  2022
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2022  >  52(5): 154-162,168
Tao Zhong, Gao Xian, Yu Qing. THEORETICAL ANALYSIS OF HYSTERETIC BEHAVIOR OF FRP-CONFINED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 15-19. doi: 10.13204/j.gyjz200509005
Citation: ZHOU Meng, WANG Lin, XUE Zhun, WEI Xiaochen, GAO Jinyang, ZHANG Yiyao, XU Liyan, FAN Jiansheng. Design and Vibration Characteristics Analysis of Long-Span Curved Composite Pedestrian Bridge[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 154-162,168. doi: 10.13204/j.gyjzG21070117
shu

Design and Vibration Characteristics Analysis of Long-Span Curved Composite Pedestrian Bridge

doi: 10.13204/j.gyjzG21070117

  • 1. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China;

  • 2. Tsinghua University, Beijing 100084, China;

  • 3. Tsinghua Innovation Center in Zhuhai, Zhuhai 519080, China;

  • 4. School of Transportation Science and Engineering, Beihang University, Beijing 100191, China

  • Received Date: 2021-07-01
    Available Online: 2022-07-23
  • Publish Date: 2022-07-23
    Abstract
  • Based on the City Balcony project of Xiangluwan on conples street of Zhuhai City, the analysis and design of long-span curved steel-concrete composite pedestrian bridge were carried out. The human-induced vibration control method of irregular complex pedestrian bridge using multiple tuned mass dampers (MTMD) was introduced. Firstly, the refined finite element model of the whole bridge was established by using the general finite element software ANSYS. Then the construction process of the whole bridge was reasonably designed and the corresponding construction stage was defined in the finite element program to analyze the mechanical properties of the composite bridge during the whole construction process and the normal operation stage. The comfort of pedestrian bridge was analyzed by avoiding the sensitive frequency and limiting the dynamic response of the structure, and the comfort degree of the structure was evaluated according to the domestic and foreign specifications. Finally, a scheme of installing multiple tuned mass dampers for human-induced vibration control was proposed. The results showed that MTMD could effectively control the vertical vibration response of curved pedestrian bridge structure.
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    • References(20)
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