In order to improve the seismic coefficient of Bridges and other structures, people usually use various high-level technical means, among which the time-efficient and accurate method is relatively high, that is, static elastoplastic method. In the design process of double cylindrical pier bridge, once an earthquake occurs, the top of the bridge is prone to a certain displacement, but the bearing structure is not prone to deformation. In addition, the stability of the structure is relatively strong. Based on this, this paper focuses on the application of static elastoplastic method in seismic design of double cylindrical pier Bridges, so as to provide reference for relevant personnel.

Feng Jiali, Wang Qian, Yan Guangpeng. Application of static elastoplastic method in seismic design of Bridges with double cylindrical piers. International Journal of Frontiers in Engineering Technology (2023), Vol. 5, Issue 9: 67-71. https://doi.org/10.25236/IJFET.2023.050912.

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