Shear Behavior of Reinforced Concrete Deep Flexural Beams with Web Reinforcement;
着重分析了其中的288根深受弯梁的抗剪性能及其规律。
Prediction of shear capacity of prestressed concrete deep flexural members based on modified strut-and-tie model;
基于改进拉-压杆模型的预应力混凝土深受弯构件受剪承载力预测
In this paper,the behavior and the main factors affecting shear capacity of reinforced concrete deep flexural members are discussed in detail,the calculating formulas for shear capacity and the design suggestion of reinforced concrete deep flexural members are also given,and this may serve the reference for revision of P.
结合我国混凝土结构设计规范修订的需要 ,较详细地分析了钢筋混凝土深受弯构件剪切破坏的特点及影响受剪承载力的主要因素 ,提出了可衔接深梁和浅梁的钢筋混凝土深受弯构件的受剪承载力计算公式 ,为修订、补充我国混凝土结构设计规范的相关内容提供了依
An experimental research of 11 R C deep flexural members in shear under concentrated load and uniformly distrib- uted load is achieved.
进行了１１根钢筋混凝土深受弯构件在集中和均布荷载作用下受剪性能的试验研究，结合以往的研究成果，较详细地分析了混凝土深受弯构件的剪跨比、跨高比、纵筋配筋率、竖向和水平腹筋等对其受剪承载力的影响。
