您当前的位置：
首页 >
文章列表页 >
Calculation method for bearing capacity of seismic joints of beam column rigid connections in multi story and high rise buildings
更新时间：2025-05-26

    • Calculation method for bearing capacity of seismic joints of beam column rigid connections in multi story and high rise buildings

    • “In the field of building structures, experts have proposed a calculation method for the seismic bearing capacity of beam column rigid connections in multi story high-rise buildings. This method effectively calculates the shear and bending bearing capacities of specimens with added steel fibers, stirrups, and other elements in different core areas, and clearly presents the distribution of bearing capacity.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 4, Pages: 1058-1064(2024)
    • 作者机构：

      1.西南大学 审计处，重庆 400715

      2.北京市市政工程设计研究总院有限公司，北京 100082

    • DOI：10.13229/j.cnki.jdxbgxb.20221356    

      CLC： TU393

    • Received：21 November 2022，

      Published：01 April 2024

    移动端阅览

  • DI Zhen-yong,ZHANG Yong.Calculation method for bearing capacity of seismic joints of beam column rigid connections in multi story and high rise buildings[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(04):1058-1064. DOI： 10.13229/j.cnki.jdxbgxb.20221356.

  •  
  •  

0

Views

10

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Vibration characteristics of prefabricated steel-concrete composite beam bridges with clustered grouping bolt connection and analysis of vehicle-bridge coupling
Parameter correction of probabilistic finite element benchmark model based on deep foundation pit construction
Design and experiment of silage baling and wrapping machine with electric driving
Punching shear failure test and joint bearing capacity analysis of building slab column structure
Impact dynamic modeling and simulation for ball joint with clearance considering nonlinear stiffness

Related Author

XU Ying-ming
ZHAO Fu-yu
WEN Qiang
ZENG Wen
FAN Liang
HE Feng
GONG Ya-feng
TIAN Li-hua

Related Institution

Chongqing Kaizhou District Transportation Bureau
Southwest Branch， China Construction Eighth Engineering Bureau Co.， Ltd.
State Key Laboratory of Mountain Bridge and Tunnel Engineering， Chongqing Jiaotong University
School of Civil Engineering， Chongqing Jiaotong University
China Railway Tunnel Group Road & Bridge Engineering Co.， Ltd.
0