| 钢骨混凝土受弯构件刚度和裂缝宽度的研究 |
| |
| 引用本文： | 施建平,赵世春. 钢骨混凝土受弯构件刚度和裂缝宽度的研究[J]. 工业建筑, 1997, 0(4) |
| |
| 作者姓名： | 施建平 赵世春 |
| |
| 作者单位： | 成都铁路局勘测设计院(施建平)，西南交通大学(赵世春) |
| |
| 摘 要： | 在试验研究的基础上，对钢骨钢筋混凝土受弯构件正常使用状态下的刚度和裂缝宽度问题进行了探讨，提出了与我国《混凝土结构设计规范》（ＧＢＪ１０－８９）相协调的计算方法，其结果与试验吻合良好
|
| 关 键 词： | 钢骨混凝土结构 受弯构件 刚度 裂缝宽度 |
RESEARCH ON RIGIDITY AND CRACK WIDTH OF STEEL REINFORCED CONCRETE FLEXURAL MEMBERS |
| |
| Shi Jianping. RESEARCH ON RIGIDITY AND CRACK WIDTH OF STEEL REINFORCED CONCRETE FLEXURAL MEMBERS[J]. Industrial Construction, 1997, 0(4) |
| |
| Authors: | Shi Jianping |
| |
| Abstract: | Based on experimemtal studies, rigidity and crack width of SRC flexural members in serviceability limit staes are discussed here. A calculation method which is compatible with GBJ10-89(Chinese design code) is suggested. The calculation result tallies that of tests well. |
| |
| Keywords: | steel reinforced concrete(SRC) flexural members rigidity crack width |
| 本文献已被 CNKI 等数据库收录！ |
