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一维入射波作用下土中结构荷载
引用本文:王双进,张守保,周丰竣. 一维入射波作用下土中结构荷载[J]. 实验流体力学, 1998, 0(3)
作者姓名:王双进  张守保  周丰竣
作者单位:洛阳水利工程技术研究所
摘    要:简要地叙述了对爆炸荷载作用下土壤-结构相互作用进行了较全面、系统的研究后所得的部分研究结果,它包括了结构荷载的一维效应和多维效应,反映了土壤-结构相互作用中起主要作用的主要影响因素。同时又将它以十分简洁的形式提供工程应用。

关 键 词:防护结构  土壤-结构相互作用  结构等效体系  结构荷载  土中拱效应

LOAD ON STRUCTURES IN SOIL UNDER THE CIRCUNMSTANCES OF ONE DIMENSIONAL STRESS WAVE
Wang Shuangjin Zhang Shoubao Zhou Fengjun Luoyang Hydraulic Engineering Technology Institute,Luoyang. LOAD ON STRUCTURES IN SOIL UNDER THE CIRCUNMSTANCES OF ONE DIMENSIONAL STRESS WAVE[J]. Experiments and Measur in Fluid Mechanics, 1998, 0(3)
Authors:Wang Shuangjin Zhang Shoubao Zhou Fengjun Luoyang Hydraulic Engineering Technology Institute  Luoyang
Affiliation:Wang Shuangjin Zhang Shoubao Zhou Fengjun Luoyang Hydraulic Engineering Technology Institute,Luoyang,471023
Abstract:The results of interaction of soil with structures from overall and systematic studies are involved sketchily in this paper.It includes one dimensional and tri dimensional effects and reflects main affected factors which plays important role in the process of interaction of soil with structures.Meanwhile,it is submitted to engineering application with quite simplified forms. Now,tests are powerful means for the studies of the fundamental regularities of interaction of soil with structures under blast pressures loading.For ten years,we have carried out a lot of systematic test studies and theoretical studies and numerical calculations.
Keywords:protective structure  soil structure interaction  equivalent system of structure  load on structures  arching in soil
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