王浦东,关群,肖亚明,伍廉权.轻钢构造柱填充墙的抗侧移性能试验分析[J].安徽建筑大学学报,2017,25(6):15-18 |
轻钢构造柱填充墙的抗侧移性能试验分析 |
The Experimental Analysis of Lateral Displacement Resistance of Light Steel Structure Column Filler Wall |
|
DOI:10.11921/j.issn.2095-8382.20170603 |
中文关键词: 砌筑填充墙 轻钢构造柱 对比分析 墙体侧移 |
英文关键词: masonry filler wall light steel structure column comparative analysis lateral displacement of wall |
基金项目: |
|
摘要点击次数: 7380 |
全文下载次数: 0 |
中文摘要: |
在砌筑填充墙中使用轻钢构造柱,符合绿色建筑发展方向,为研究轻钢构造柱填充墙的整体性力
学性能,对轻钢构造柱片墙和混凝土构造柱片墙进行试验对比分析。试验表明,在相同外在条件下,轻钢
构造柱片墙试验时墙体侧移发展较缓慢,较混凝土构造柱片墙具有较好的力学性能和抗震性能,由此可为
轻钢构造柱在工程设计和实际应用中提供一些参考依据。 |
英文摘要: |
The use of light steel structure column in masonry filler wall is suitable for the development of
green building direction, for the study of light steel structure column overall mechanical properties of the
wall, by comparative test and analysis of light steel structure column wall and concrete structural column
wall.The experiment result shows that,under the same external conditions,the development of lateral
displacement of light steel structure column wall is slow in the test.Mechanical properties and seismic
performance of light steel structures are better than that of concrete structures.Thus it can provide the basis
for the design and applicat ion of light steel structure column in engineering areas. |
查看全文
查看/发表评论 下载PDF阅读器 |
关闭 |