A STUDY ON SEISMIC ANALYSIS METHODS IN THE CROSS SECTION OF UNDERGROUND STRUCTURES USING STATIC FINITE ELEMENT METHOD

Akira TATEISHI

首页> 外文期刊>Structural engineering earthquake engineering >A STUDY ON SEISMIC ANALYSIS METHODS IN THE CROSS SECTION OF UNDERGROUND STRUCTURES USING STATIC FINITE ELEMENT METHOD

【24h】

A STUDY ON SEISMIC ANALYSIS METHODS IN THE CROSS SECTION OF UNDERGROUND STRUCTURES USING STATIC FINITE ELEMENT METHOD

机译：静态有限元法研究地下结构断面的地震分析方法

获取原文

获取原文并翻译 | 示例

掌桥外文数据库（机构版） >>

开具论文收录证明 >>

文献代查 >>

页面导航

摘要
著录项
相似文献
相关主题

摘要

Based on the dynamic substructure technique, the author proposes a static seismic analysis method, the Ground Response Method, for underground structures modeled on the structure and surrounding soil that is expressed using finite elements. By comparing existing static seismic analysis methods, it is verified that the Ground Response Acceleration Method for Buried Structures provides results almost equivalent to those obtained from the Ground Response Method. However, the FEM Seismic Deformation Method yields different results. Thus, the author proposes a new seismic load that is equivalent to seismic ground strains and modifies the FEM Seismic Deformation Method.

机译：基于动态子结构技术，作者针对以结构和周围土壤为模型的地下结构，提出了一种用有限元表示的静态地震分析方法，即地面响应法。通过比较现有的静态地震分析方法，可以验证埋藏结构的地面响应加速方法提供的结果几乎与从地面响应方法获得的结果相同。但是，FEM地震变形法得出的结果不同。因此，作者提出了一种等效于地震地面应变的新地震荷载，并对FEM地震变形法进行了修改。

著录项

来源
《Structural engineering earthquake engineering》 |2005年第1期|p.41s-53s|共13页
作者
Akira TATEISHI;
展开▼
作者单位

Civil Engineering Research Institute, TAISEI CORPORATION (344-1, Nase-cho, Totsuka-ku, Yokohama 245-0051, Japan);

展开▼
收录信息
原文格式 PDF
正文语种 eng
中图分类建筑施工;
关键词
underground structure; seismic design; substructure method; static finite element method; seismic load;

机译：地下结构;抗震设计;下部结构法;静态有限元法;地震荷载;

相似文献

外文文献
中文文献
专利

1. Simplified equivalent static methods for seismic analysis of shallow buried rectangular underground structures [J] . Xu Zigang, Du Xiuli, Xu Chengshun, Soil Dynamics and Earthquake Engineering . 2019,第JUNa期

机译：浅埋矩形地下结构地震分析的简化等效静力方法
2. Simplified equivalent static methods for seismic analysis of shallow buried rectangular underground structures [J] . Xu Zigang, Du Xiuli, Xu Chengshun, Soil Dynamics and Earthquake Engineering . 2019,第Juna期

机译：浅埋矩形地下结构抗震分析的简化等效静态方法
3. About solution of multipoint boundary problem of static analysis of deep beam with the use of combined application of finite element method and discrete-continual finite element method. part 1: formulation of the problem and general principles of approximation [J] . Leonid Lyakhovich, Oleg Negrozov MATEC Web of Conferences . 2017,第1期

机译：关于深度梁静态分析的解决方案利用综合应用，有限元法和离散 - 连续有限元法的应用。第1部分：制定问题和近似的一般原则
4. Comparison of explicit and implicit finite element methods with parallel computing for seismic response analysis of subway underground structure [C] . GuoXing Chen, Lei Chen, LiPing Jing, International symposium on geomechanics and geotechnics: from micro to macro . 2011

机译：具有平行计算的显式和隐含有限元方法对地铁地下结构地震响应分析的平行计算
5. Free vibration analysis of cyclic symmetric structures by finite element and boundary element methods. [D] . Lin, Li. 2003

机译：循环对称结构的自由振动分析的有限元和边界元方法。
6. Corrigendum to Static structural analysis of different stem designs used in total hip arthroplasty using finite element method Heliyon Volume 5 Issue 6 June 2019 Article e01767 [O] . Chethan K.N., Mohammad Zuber, Shyamasunder Bhat N., 2020

机译：关于使用有限元方法对全髋关节置换术中使用的不同茎设计进行静态结构分析的更正Heliyon第5卷第6期2019年6月第e01767条
7. A STUDY ON SEISMIC ANALYSIS METHOD IN THE CROSS SECTION OF UNDERGROUND STRUCTURES BY MEANS OF STATIC FINITE ELEMENT METHOD [O] . Akira Tateishi 1995

机译：静电有限元法通过静态结构横截面地震分析方法研究

A STUDY ON SEISMIC ANALYSIS METHODS IN THE CROSS SECTION OF UNDERGROUND STRUCTURES USING STATIC FINITE ELEMENT METHOD

摘要

著录项

相似文献

相关主题

期刊订阅