《钢骨混凝土结构设计规程》讲座 第三讲 钢骨混凝土梁、柱构件受剪承载力计算  

Lecture of Design Rules of Steel Reinforced Concrete (YB9082-97):Chapter3 Shear Bearing Capacity of Steel Reinforced Concrete Beam and Column

作　　者：叶列平[1] 方鄂华[1] 

机构地区：[1]清华大学土木工程系,北京100084

出　　处：《建筑结构》1999年第11期59-62,共4页Building Structure

摘　　要：介绍了钢骨混凝土构件的受剪性能及其影响因素。着重指出了对开孔梁受剪承载力计算和柱受剪承载力计算中轴压力的分配中应注意的问题。The shear behaviors and influence factors on the shear capacity of steel reinforced concrete members were introduced. For the calculation method of shear strength, the requirements about beams with Openings and axial load distribution for column were pointed out.

关 键 词：钢骨混凝土 受剪承载力 开孔梁 梁 柱 

分 类 号：TU398.902[建筑科学—结构工程] TU398.901