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

页码：912 / 919

页数：8

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