ANALYSIS OF DYNAMIC IMPACT ON A GROUND SLOPE DURING DESTRUCTION OF AN EMERGENCY HOUSE

机译：应急房屋破坏过程中对边坡的动力影响分析

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A procedure to determine the static load equivalent to the mechanical impulse after hypothetical destruction of a many-storied emergency house is developed and applied to estimate plastic deformations of the hosting slope. The correctness of the analytical estimations and the finite-element modeling was confirmed by comparison with the available monitoring data.

机译：开发了一种程序，该程序确定了假设多层破坏的紧急房屋被破坏后的机械冲击力，并将其应用于估算主坡的塑性变形。通过与现有监测数据进行比较，可以确定分析估计和有限元建模的正确性。

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来源
《Coupled site and soil-structure interaction effects with application to seismic risk mitigation》|2008年|305-312|共8页
会议地点 Borovets(BG)
作者
Ivan O. Sadovenko; Dmytro V. Rudakov; Vasyl I. Timoschuk;
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作者单位

Dept. of Hydrogeology and Eng. Geology, National Mining University,19, K. Marx Av., 49005 Dnipropetrovsk, Ukraine;

Dept. of Hydrogeology and Eng. Geology, National Mining University,19, K. Marx Av., 49005 Dnipropetrovsk, Ukraine;

Dept. of Hydrogeology and Eng. Geology, National Mining University,19, K. Marx Av., 49005 Dnipropetrovsk, Ukraine;

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会议组织
原文格式 PDF
正文语种 eng
中图分类
关键词
dynamic impact; compressible soil; shear deformations; static load; landslide; finite elements; numerical modeling;

机译：动态影响；可压缩土壤剪切变形静载荷；滑坡;有限元数值模拟;

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ANALYSIS OF DYNAMIC IMPACT ON A GROUND SLOPE DURING DESTRUCTION OF AN EMERGENCY HOUSE

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