水力发电学报
            首 页   |   期刊介绍   |   编委会   |   投稿须知   |   下载中心   |   联系我们   |   学术规范   |   编辑部公告   |   English

水力发电学报 ›› 2021, Vol. 40 ›› Issue (4): 106-113.doi: 10.11660/slfdxb.20210411

• • 上一篇    下一篇

成层地基地震动输入方法研究

  

  • 出版日期:2021-04-25 发布日期:2021-04-25

On seismic input method for layered foundation simulations

  • Online:2021-04-25 Published:2021-04-25

摘要: 前成层地基的地震动输入时大多仅考虑不同材料的波速影响,忽略了波在不同介质分界面的透射和反射作用。为真实模拟弹性波在成层地基中的传播过程,本文基于波动理论,推导了考虑透射和反射的等效荷载计算公式,建立了成层地基的黏弹性人工边界模型,并通过算例进行验证。研究表明:本文提出的成层地基地震动输入方法能较好满足工程抗震的精度要求,为成层地基的结构抗震提供了一种有效和实用的计算方法。

关键词: 成层地基, 地震动输入, 黏弹性人工边界, 波幅比, ABAQUS二次开发

Abstract: At present, most of the ground motion inputs for layered foundation simulations consider only the influence of different materials on wave speed, ignoring the refraction and reflection of waves at the interfaces of different media. To improve the simulations of elastic wave propagation in layered foundation, this study derives an equivalent load calculation formula considering the media interface refraction and reflection based on the wave theory, and constructs an artificial viscous-spring boundary model of layered foundation. We verify the model through example analyses. The results show this seismic input method can better meet the accuracy requirements of anti-seismic engineering, and is effective and practical for layered foundation design.

Key words: layered foundation, ground motion input, artificial viscoelastic boundary, amplitude ratio, secondary development of ABAQUS

京ICP备13015787号-3
版权所有 © 2013《水力发电学报》编辑部
编辑部地址:中国北京清华大学水电工程系 邮政编码:100084 电话:010-62783813
本系统由北京玛格泰克科技发展有限公司设计开发  技术支持:support@magtech.com.cn