| 砖砌体结构的抗震设计 |
| |
| 引用本文： | 沈志敏. 砖砌体结构的抗震设计[J]. 科技情报开发与经济, 2006, 16(5): 289-290 |
| |
| 作者姓名： | 沈志敏 |
| |
| 作者单位： | 大丰市建筑设计院有限公司,江苏,大丰,224100 |
| |
| 摘 要： | 针对目前房屋建筑砖砌体结构在抗震设计中存在的一些共性问题,如平面不规则和楼板不连续、总高度和总层数超限、错层砖砌体结构和纵墙墙体布置较弱、局部尺寸不满足要求等,提出了有效的解决办法,以增强建筑物的抗震性能。
|
| 关 键 词： | 砖砌体结构 抗震设计 局部尺寸 |
| 文章编号： | 1005-6033（2006）05-0289-02 |
| 收稿时间： | 2006-02-14 |
| 修稿时间： | 2006-02-14 |
Aseismic Design of the Brick Masonry Structure |
| |
| SHEN Zhi-min. Aseismic Design of the Brick Masonry Structure[J]. Sci-Tech Information Development & Economy, 2006, 16(5): 289-290 |
| |
| Authors: | SHEN Zhi-min |
| |
| Affiliation: | SHEN Zhi-min |
| |
| Abstract: | In the light of some common problems existing in the current aseismic design of the brick masonry structure of the building construction such as that the plane is irregular,the floor slab is discontinuous,the total height and total stories exceed the limit,split-level brick masonry structure and arrangement of the longitudinal walls are weaker,and some local sizes don't satisfy the requirements,etc.,this paper puts forward some effective solving methods for strengthening the aseismic performance of the buildings. |
| |
| Keywords: | brick masonry structure aseismic design local size |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
