| 阳台侧面砌体对阳台梁、板产生的荷载计算 |
| |
| 引用本文： | 罗树范 张若明. 阳台侧面砌体对阳台梁、板产生的荷载计算[J]. 吉林建筑工程学院学报, 1999, 0(4): 17-20,60 |
| |
| 作者姓名： | 罗树范 张若明 |
| |
| 作者单位： | [1]吉林建筑工程学院基础部130021 [2]长春房地集团春园物业公司 |
| |
| 摘 要： | 本文对阳台侧面砌体按计入剪切变形的Timoshenko梁考虑，对于阳台梁、板则按通常的悬挑梁考虑。在此基础上根据两根梁协同工作的条件，提出确定砌体自重传递给平台梁、板产生的荷载计算方法。这种方法对于大量的民用建筑结构设计具有普遍的应用价值。
|
| 关 键 词： | 阳台侧面砌体 阳台梁 荷载计算 阳台板 弹性接触 剪切变形 |
Calculation for the Loads of the Beam Caused by Side Walls of Balcony |
| |
| Luo Shufan. Calculation for the Loads of the Beam Caused by Side Walls of Balcony[J]. Journal of Jilin Architectural and Civil Engineering, 1999, 0(4): 17-20,60 |
| |
| Authors: | Luo Shufan |
| |
| Affiliation: | Luo Shufan(Department of Basic Courses)Zhang Ruoming(Changchun Real Estate Group Chunyuan Property Management Company) |
| |
| Abstract: | A calculating method of the loads for the balcony cantilever beam caused by the gravity of side walls is presented in the paper. Ths side walls of the balcony are considered as Timoshenko beams in accordance with the balcony beam. The method has a referring value for the most of civil engineering structural design. |
| |
| Keywords: | balcony side wall load |
| 本文献已被 CNKI 维普 等数据库收录！ |
