更多
论文成果
Experimental investigation of small-scaled model for powerhouse dam section on shaking table
点击次数:
发布时间: 2019-03-09
发布时间:2019-03-09
论文类型:期刊论文
发表时间:2013-05-01
发表刊物:STRUCTURAL CONTROL & HEALTH MONITORING
收录刊物:Scopus、EI、SCIE
卷号:20
期号:5
页面范围:740-752
ISSN号:1545-2263
关键字:Emulation Concrete; dam model; shaking table; powerhouse dam section; similitude laws
摘要:On the basis of the similitude law, Emulation Concrete, which meets the similitude requirements, was used for small-scaled dam model test. For the dynamic failure mechanism of concrete gravity dam during earthquake to be studied, the dynamic model test on the shaking table was conducted for a powerhouse dam section. The reservoir and rigid foundation systems were considered in the test. The whole process of concrete gravity dam from elastic deformation, damage, to failure in various levels of Peak Ground Acceleration is studied through the tests. The failure mode of gravity dam is simulated, and the influencing factors are then analyzed by numerical method, which is based on concrete nonlinear elasto-plastic model of damage mechanics. The analytical results are compared with experimental results. The damage patterns obtained from the numerical model are in good agreement with those obtained from shaking table tests including water reservoir effect and rigid foundation. Copyright (c) 2012 John Wiley & Sons, Ltd.

陈健云

教授   博士生导师   硕士生导师

性别: 男

毕业院校:大连理工大学

学位: 博士

所在单位:水利工程系

学科:水工结构工程. 防灾减灾工程及防护工程. 结构工程. 工程管理

联系方式:

电子邮箱:

辽ICP备05001357号 地址:中国·辽宁省大连市甘井子区凌工路2号 邮编:116024
版权所有:大连理工大学
访问量: 手机版 English 大连理工大学 登录

开通时间:..

最后更新时间:..