摘要
地下工程结构抗震研究是当今地震工程界和岩土工程界重要的研究方向。本文对地下工程结构抗震的研究方法进行综述。主要介绍了目前大型地下工程结构抗震研究的简化计算方法、有限元计算方法和振动台模型试验方法。总结了简化计算方法的适用范围,提出了使用有限元计算方法时需要注意的一些问题,分析了模型试验需要完善的几个问题。最后,对地下工程结构抗震研究需要进一步研究的问题提出了部分见解。
The earthquake resistance research of underground structures is and geotechnical engineering. A summary of the research methods in und very important in earthquake engineering erground structures is presented. The simplified method, refined finite element method and model shaking table tests for underground structures are introduced respectively. The scope of application for the simplified method is analyzed;some problems needing attention are suggested in the finite element method;and some problems needing improvement in shaking table tests are presented. Finally, some problems in earthquake resistance of underground structures which need further investigation are suggested.
出处
《防护工程》
2012年第5期72-78,共7页
Protective Engineering
关键词
地下工程结构
抗震
精细有限元法
模型试验
underground structure
earthquake resistance
refined finite element method
shaking table test