摘要
利用拉压杆模型对已有钢筋混凝土深受弯试验梁进行了分析,研究了模型的定参方法,并按ACI-318-02规定的方法对试验梁承载力与破坏模式进行了研究,指出了模型对此类构件的适用性。
The existing reinforced concrete deep flexural tested beam was analyzed with compression bar model, the parameters determination method of model was researched. The bearing capacity and failure mode were researched according to method defined by ACI-318-02 and the model applicability to the component was pointed.
出处
《山西建筑》
2008年第32期77-78,共2页
Shanxi Architecture
关键词
钢筋混凝土
拉压杆模型
深受弯梁
承载力
reinforced concrete, compression bar model, deep flexural beam, bearing capacity
