摘要
介绍了钢筋混凝土结构，钢结构和钢骨钢筋混凝土结构建筑在坂神地震中的破坏情况，说明了建筑结构的震害与建筑年代及建筑规范的变迁有关；高层建筑中的薄弱层和不同结构型式的转换层是震害的集中部位。
Typical types of damages of buildings subjected to the Hyogoken Nanbu earthquake are introduced.The degree of damage was shown to be closely related to the period when buildings were constructed, as evidenced by changed building codes.The weak story and the transition story are responsible for greater swaying and thereby the accumulation of damage.
出处
《河北理工学院学报》
1996年第3期81-87,共7页
Journal of Hebei Institute of Technology
