Shear strength of reinforced concrete members without stirrups

被引：2
|
作者：
Ngoc Linh Tran [1 ]
Kohoutek, Jaroslav [1 ]
Graubner, Carl-Alexander [1 ]
机构：
[1] Tech Univ Darmstadt, Inst Massivbau, D-64287 Darmstadt, Germany
来源：
BETON- UND STAHLBETONBAU | 2015年 / 110卷 / 04期
关键词：
BEAMS;
D O I：
10.1002/best.201400063
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this article a new calculation model for shear strength of reinforced concrete members without stirrups is introduced. The innovative shear model is based on analytic approaches and allows accurate prediction of the shear capacity of reinforced concrete members. In the derivation of the model the most important influencing parameters on the shear carrying capacity are presented and their shares on the total shear strength are examined.
引用
收藏
页码：244 / 253
页数：10
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