IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v14y2022i17p10570-d896779.html
   My bibliography  Save this article

Simplified Criterion for Low Gravity Center Cable-Stayed Bridge Based on Response Spectrum Analyses

Author

Listed:
  • Ying Chen

    (Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Department of Civil Engineering, Beijing University of Technology, No.100 Ping Leyuan, Chaoyang District, Beijing 100124, China)

  • Yonghuan Wang

    (Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Department of Civil Engineering, Beijing University of Technology, No.100 Ping Leyuan, Chaoyang District, Beijing 100124, China)

  • Wenxue Zhang

    (Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Department of Civil Engineering, Beijing University of Technology, No.100 Ping Leyuan, Chaoyang District, Beijing 100124, China)

  • Kun Liang

    (Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Department of Civil Engineering, Beijing University of Technology, No.100 Ping Leyuan, Chaoyang District, Beijing 100124, China)

  • Xiuli Du

    (Key Laboratory of Earthquake Engineering and Structural Retrofit of Beijing, Department of Civil Engineering, Beijing University of Technology, No.100 Ping Leyuan, Chaoyang District, Beijing 100124, China)

Abstract

The seismic response characteristics of a cable-stayed bridge are closely related to the structural system. At the same time, the influence of the height of the gravity center cannot be ignored in the structural system selection of cable-stayed bridges. For convenience, to make the scheme comparison and structural system selection in the preliminary design stage of a cable-stayed bridge, the judgment criterion of a low gravity center cable-stayed bridge was proposed, based on the simplified calculation of the fundamental frequency of cable-stayed bridges with two kinds of the structural system and combined with the response spectrum analysis method. The comparison of the results of the finite element model and the calculating results of the criterion showed that the judgment criterion has high accuracy and reliability, and can be applied to the preliminary design, the scheme comparison of cable-stayed bridges, and help select structural systems in the preliminary design stage of cable-stayed bridges.

Suggested Citation

  • Ying Chen & Yonghuan Wang & Wenxue Zhang & Kun Liang & Xiuli Du, 2022. "Simplified Criterion for Low Gravity Center Cable-Stayed Bridge Based on Response Spectrum Analyses," Sustainability, MDPI, vol. 14(17), pages 1-10, August.
    • Handle: RePEc:gam:jsusta:v:14:y:2022:i:17:p:10570-:d:896779
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/14/17/10570/pdf
    Download Restriction: no
    File URL: https://www.mdpi.com/2071-1050/14/17/10570/
    Download Restriction: no
    ---><---

    References listed on IDEAS

    as
    1. Wenxue Zhang & Kun Liang & Ying Chen, 2022. "Relationship between the Vibration Acceleration and Stability of a Continuous Girder Bridge during Horizontal Rotation," Sustainability, MDPI, vol. 14(10), pages 1-17, May.
    Full references (including those not matched with items on IDEAS)

    Most related items

    These are the items that most often cite the same works as this one and are cited by the same works as this one.

      More about this item

      Keywords

      ;
      ;
      ;
      ;

      Statistics

      Access and download statistics

      Corrections

      All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:14:y:2022:i:17:p:10570-:d:896779. See general information about how to correct material in RePEc.

      If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

      If CitEc recognized a bibliographic reference but did not link an item in RePEc to it, you can help with this form .

      If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

      For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

      Please note that corrections may take a couple of weeks to filter through the various RePEc services.

      IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.