Influence of shear in the non-linear analysis of RC members

被引：0
|
作者：
Diotallevi, Pier Paolo [1 ]
Landi, Luca [1 ]
Cardinetti, Filippo [1 ]
机构：
[1] Univ Bologna, Dept Civil Engn, DISTART, I-40126 Bologna, Italy
来源：
2008 SEISMIC ENGINEERING CONFERENCE COMMEMORATING THE 1908 MESSINA AND REGGIO CALABRIA EARTHQUAKE, PTS 1 AND 2 | 2008年 / 1020卷
关键词：
RC members; non-linear analysis; fiber beam-column model; shear-flexure interaction;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The purpose of this study is to develop an analytical model characterized by a beam-column finite element which is able to reproduce the non-linear flexural-shear behavior of RC structures. The paper shows a brief description of the finite element formulation, the theory used for modeling the constitutive relationship and the scheme of the algorithm, transformed in a computer program, which was developed for implementing the theoretical model. Finally it illustrates a comparison with available experimental results for the calibration and validation of the model and a study on the influence of the non-linear shear response.
引用
收藏
页码：912 / 919
页数：8
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