摘要
对40个液化实例计算了震陷值和谱烈度比,依据宏观震陷经验,提出了在液化土层隔震和地基失效共同作用下多层砖房的震害预测方法。
A method of earthquake damage prediction of multistory brick buildings under mutual action of isolation and the failure of foundation induced by liquefied soil layers is presented based on the values of ground subsidence and the ratios of spectrum intensity calculated through 40 examples of liquefaction and the character of macroscopic seismic damages. The authors point out that the greatest acceleration of ground motion can not show the correct load on the multistory brick buildings. The liquefied soil layers will have the effect of isolation on all multistory brick buildings and the difference of the effect is only the extent. In the same case of the foundation failure, isolation is the control and decisive factor for the effect of the liquefaction on multistory brick buildings. The limit of hP . the calculated value of the subsidence, should be less than 4 cm, and for these cases, the effect of the liquefaction on multistory brick buildings is not considerable.
出处
《自然灾害学报》
CSCD
1995年第1期55-63,共9页
Journal of Natural Disasters
关键词
震灾预测
液化土层
隔震和地基失效
多层砖房
Seismic disaster prediction Liquefied soil layer Isolation and failure of foundation Multistory brick building
