[1]狄生奎,李健,张得强,等.泥石流冲击作用下框架结构的破坏机理[J].山地学报,2012,(02):201.
 DI Shengkui,LI Jian,ZHANG Deqiang.Damege Mechanism of Frame Structures Impacted by Debris Flow[J].Mountain Research,2012,(02):201.
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泥石流冲击作用下框架结构的破坏机理()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2012年02期
页码:
201
栏目:
山地学报
出版日期:
2012-01-01

文章信息/Info

Title:
Damege Mechanism of Frame Structures Impacted by Debris Flow
作者:
狄生奎;李健;张得强;
兰州理工大学土木工程学院,兰州 甘肃 730050
Author(s):
DI ShengkuiLI JianZHANG Deqiang
School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China
关键词:
泥石流结构冲击力位移应力
Keywords:
debris flowstructureimpact forcedisplacementstress
分类号:
P642.23
文献标志码:
A
摘要:
推导了泥石流冲击力作用下结构的最大位移,可以看出最大位移与泥石流的密度、速度,结构的周期、刚度有关。通过对泥石流冲击力的简化,利用有限元软件模拟二层框架结构在泥石流冲击作用下的响应,得到了底层框架柱的位移时程曲线,并对底层柱破坏形态进行了分析。把结构理论最大位移与模拟最大位移进行比较,得到了结构最大位移限值,为建筑物抵抗泥石流冲击设计提供了参考。
Abstract:
This paper deduces structure’s maximal displacement impacted by the debris flow. We can see that the maximum displacement is relevant to the density and velocity of debris flow,the cycle and stiffness of structure. By simplified the impact force of debris flow,using the finite element software to simulate the action of the twostory frame structure impacted by debris flow. The displacement process curve of the bottom of the frame column was obtained and analyze the ground floor column failure form. By compared between structure’s theory maximal displacement and simulation maximal displacement,the limitation of the maximum displacement is obtained. It can provide a design reference for building impacted by debris flow.

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备注/Memo

备注/Memo:
收稿日期(Received date):2011-09-22;改回日期(Accepted):2012-01-20。
基金项目(Foundation item):甘肃省科技支撑项目(No.0708GKCA002);甘肃省自然科学基金暨中青年科技
基金项目(No. 3ZS062-B25-031)。\[Gansu Scientific and Technological Support Project(No.0708GKCA002); Gansu Natural Science Foundation & Technology Fund Project for Young and Middle-aged People(No. 3ZS062-B25-031).\]
作者简介(Biography):狄生奎,(1971-),男,博士生导师,教授,主要从事结构健康监测方面的研究。\[Di Shengkui,(1971-),male,doctor tutor,professor,mainly engaged in structural health monitoring study.\] E-mail:disk@lut.cn
更新日期/Last Update: 1900-01-01