摘要
根据钢筋混凝土梁的抗剪强度随梁高的增加而降低的观点,分析了现行规范GBJ1089中(4.2.32)和(4.2.34)公式中存在的不足,并对此提出修正,以供参考。
According to the fact that the shear strength of rei nf orced concrete girder reduced with the increase of beam depth modifications are made for the formulas (4.2.3-2 and 4.2.3-4) existed in current codes in order to provide references for designers.
出处
《山西建筑》
2005年第13期46-46,共1页
Shanxi Architecture
