期刊首页 优先出版 当期阅读 过刊浏览 作者中心 关于期刊 English

2008年 第2卷 第4期

摘要

关键词

相关研究

回顶部

《结构与土木工程前沿（英文）》 >> 2008年 第2卷 第4期 doi: 10.1007/s11709-008-0052-4

Analysis on shear capacity of prestressed concrete spatial connections

College of Civil Engineering, Tongji University;

发布日期： 2008-12-05
HTML20 PDF 4 收藏 0

下一篇 上一篇

摘要

Based on experimental results of prestressed concrete spatial connections, nonlinear finite element models were established to analyze the shear capacity of spatial connections and parametric studies were performed using ANSYS. It is found that the shear capacity of spatial connection is influenced by joint hoop, beam prestress, column compressive load, and direction of resultant shear force. The parametric studies also indicate that the shear capacity of spatial connection under biaxial cyclic loading is lower than that of corresponding connections under plane loading. A design formula for calculating the shear capacity of spatial connections is proposed based on the parametric studies and verified by the available test results.

相关研究