Investigation of Seismic Stability of High-Rising Buildings Using Grid-Characteristic Method

被引:8
作者
Breus, Alina [1 ]
Favorskaya, Alena [1 ,2 ]
Golubev, Vastly [1 ,2 ]
Kozhemyachenko, Anton [1 ]
Petrov, Igor [1 ,2 ]
机构
[1] Moscow Inst Phys & Technol, 9 Inst Sky Lane, Dolgoprudnyi 141700, Moscow Region, Russia
[2] Russian Acad Sci, Sci Res Inst Syst Anal, 36 1 Nahimovskij Av, Moscow 117218, Russia
来源
PROCEEDINGS OF THE 9TH INTERNATIONAL CONFERENCE OF INFORMATION AND COMMUNICATION TECHNOLOGY [ICICT-2019] | 2019年 / 154卷
关键词
wave phenomena; grid-characteristic method; seismic resistance; elastic wave equation in time domain; nonlinear elasticity; DISCONTINUOUS GALERKIN METHOD; WAVE-PROPAGATION; ELASTIC MEDIA; DIFFERENCE; SCHEMES;
D O I
10.1016/j.procs.2019.06.044
中图分类号
TP301 [理论、方法];
学科分类号
081202 ;
摘要
The purpose of this work was the numerical simulation of dynamic wave processes in heterogeneous media with the subsequent evaluation of their influence on various structures. The effect of earthquakes on ground buildings and underground structures was studied. In the work, we used the grid-characteristic method, which allows taking into account the physics of arising wave processes. The use of hierarchical grid systems allows the calculation of seismic waves directly from the earthquake source to ground-based buildings and underground structures. The work investigated the destruction of high-rise buildings under the influence of seismic loads. The emerging areas of fractures in various structures were studied. The effect of the earthquake on the underground structure was considered. The influence of the depth of the earthquake source was analyzed. Images of wave processes in structures and places of destruction were obtained. Note that we do not calculate the damage caused by falling of some collapsed parts of the building to others, but we calculate only damage caused directly by seismic activity. This type of damage is of the greatest interest, since it is necessary to avoid precisely this primary destruction. Also we investigate the nature of this type of damage, e.g, internal, near the surface, causing collapse, asymmetric. The novelty of the approach used also lies in the fact that we solve a linear elastic wave equation with constant coefficients in various subdomains of the integration domain, between which contact conditions are established. And the size and shape of these subdomains vary over time and depend on the solution. That is, the complete boundary problem of the elastic wave equation is nonlinear. (C) 2019 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:305 / 310
页数:6
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