IDEAS home Printed from https://ideas.repec.org/a/gam/jmathe/v11y2023i13p2987-d1186734.html
   My bibliography  Save this article

An Unconditionally Stable Integration Method for Structural Nonlinear Dynamic Problems

Author

Listed:
  • Chuanguo Jia

    (Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China
    School of Civil Engineering, Chongqing University, Chongqing 400045, China)

  • Hongchen Su

    (School of Civil Engineering, Chongqing University, Chongqing 400045, China)

  • Weinan Guo

    (School of Civil Engineering, Chongqing University, Chongqing 400045, China)

  • Yutao Li

    (School of Civil Engineering, Chongqing University, Chongqing 400045, China)

  • Biying Wu

    (School of Civil Engineering, Chongqing University, Chongqing 400045, China)

  • Yingqi Gou

    (School of Civil Engineering, Chongqing University, Chongqing 400045, China)

Abstract

This paper presents an unconditionally stable integration method, which introduces a linearly implicit algorithm featuring an explicit displacement expression. The technique that is being considered integrates one Newton iteration into the mean acceleration method. The stability of the proposed algorithm in solving equations of motion containing nonlinear restoring force and nonlinear damping force is analyzed using the root locus method. The objective of this investigation was to assess the accuracy and consistency of the proposed approach in contrast to the Chang method and the CR method. This is achieved by analyzing the dynamic response of three distinct structures: a three-layer shear structure model outfitted with viscous dampers, a three-layer shear structure model featuring metal dampers, and an eight-story planar frame structure. Empirical evidence indicates that the algorithm in question exhibits a notable degree of precision and robustness when applied to nonlinear dynamic problem-solving.

Suggested Citation

  • Chuanguo Jia & Hongchen Su & Weinan Guo & Yutao Li & Biying Wu & Yingqi Gou, 2023. "An Unconditionally Stable Integration Method for Structural Nonlinear Dynamic Problems," Mathematics, MDPI, vol. 11(13), pages 1-19, July.
  • Handle: RePEc:gam:jmathe:v:11:y:2023:i:13:p:2987-:d:1186734
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2227-7390/11/13/2987/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2227-7390/11/13/2987/
    Download Restriction: no
    ---><---

    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:jmathe:v:11:y:2023:i:13:p:2987-:d:1186734. 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.

    We have no bibliographic references for this item. You can help adding them by using 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.