| 钢筋混凝土梁无腹筋情况下剪切强度公式比较 |
| |
| 引用本文： | 周锦瑜,刘冰玉. 钢筋混凝土梁无腹筋情况下剪切强度公式比较[J]. 山西建筑, 2011, 37(25): 51-53 |
| |
| 作者姓名： | 周锦瑜 刘冰玉 |
| |
| 作者单位： | 四川大学吴玉章学院,四川成都,610200 |
| |
| 摘 要： | 通过比较现有钢筋混凝土梁抗剪承载力的计算方法,分析出不同规范在无腹筋钢筋混凝土梁剪切强度公式计算的侧重,为今后更合理的研究钢筋混凝土梁的抗剪承载力计算方法打下基础。
|
| 关 键 词： | 钢筋混凝土 无腹筋梁 抗剪承载力 规范 |
Comparison on shearing strength formula under the condition of steel reinforced concrete beam without stirrup |
| |
| ZHOU Jin-yu LIU Bing-yu. Comparison on shearing strength formula under the condition of steel reinforced concrete beam without stirrup[J]. Shanxi Architecture, 2011, 37(25): 51-53 |
| |
| Authors: | ZHOU Jin-yu LIU Bing-yu |
| |
| Affiliation: | ZHOU Jin-yu LIU Bing-yu |
| |
| Abstract: | Through comparing shear bearing capacity calculation method of temporary steel reinforced concrete beam,it analyzes the focuses for different norms in shearing strength formula calculation for steel reinforced concrete beam without stirrup,which has laid |
| |
| Keywords: | steel reinforced concrete box girder without stirrup shear bearing capacity norms |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
