摘要
分析计算了在地面的振动波作用下,钢筋混凝土框架结构高层住宅楼的楼体倾斜角θ背侧的混凝土框架产生范性改变的趋势,以及倾斜角θ的增大与加速趋势;定性分析了楼房的地基出现的不对称塑性沉降。由此得出结论:楼体在强震中的抗震能力与震前楼房倾斜角的变化有明显关系。因此,对楼房的倾斜角进行实时监测是非常必要的。
In this paper the plastic changes in concrete frame, the increasing and speeding up tendency of slope angle θ are analyzed and calculated which were produced under the effect of ground vibration wave by tilt of high- rise residential buildings of reinforced concrete frame on the back side of tilt angle θ. The asymmetric plastic settlement of building foundation was analyzed as well. The conclusions are:the seismic capacity of buildings in big earthquakes is related to the change of the slope angle. Therefore,it is necessary to monitor the tilt angle in real time.
出处
《辽宁科技大学学报》
CAS
2016年第4期296-302,共7页
Journal of University of Science and Technology Liaoning
基金
新疆维吾尔自治区高校科研计划科学研究重点项目(XJEDU20141059)
关键词
高层建筑
倾斜
抗震能力
high-rise buildings
tilt
seismic performance