所属单位：

土木工程学院

发表刊物：

proceeding of Shanghai Internationnal Conference on Technology of Architecture and Structure(ICTAS 2009)

关键字：

中文关键字：碳纤维布；混凝土框架；粘钢；加固改造，英文关键字：CFRP; concrete frame; steel-encased; adhibit steel

摘要：

If the use of function be changed it will lead to changes in load, so the components must be reinforced to ensure the normal use of building. A bank building would be changed to a muniment room, so the load increase of nearly three times. In the process of rebuilding and strengthening for the building that there were many defects was founded which doesn’t take into account in the design, such as the strength of component is not enough, some of concrete slab seriously exposed steel or exist floor cracks, the strengthening program for side column should be changed because of outside surface can’t be damaged. Through theoretical analysis and data checking for the specific issues, feasible strengthening program was be taken to nsure strengthening go on wheels and this can afford reference to the other projects.

备注：

熊仲明

合写作者：

张智慧,徐元刚

第一作者：

熊仲明

论文类型：

期刊论文

卷号：

卷：

期号：

期：

页面范围：

页：362-368

是否译文：

否

发表时间：

2009-10-01