Knowledge Network Node
Rock and Soil Mechanics. 2023, (05) Core

Influence of soil secondary nonlinearity on 3D seismic responses of a pile-founded nuclear island structureChinese Full TextEnglish Full Text (MT)

ZHU Sheng-dong;CHEN Guo-xing;CHEN Wei-yun;GAO Wen-sheng;LI Wen-biao;Institute of Geotechnical Engineering, Nanjing Tech.University;Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province;School of Civil Engineering,Sun Yat-Sen University;China Academy of Building Research;

Abstract: With the rapid development of nuclear power plant constructions, it has become an unavoidable issue to choose a soil site as the plant site. Soil-pile-structure interaction（SPSI） effect has an important influence on the seismic safety evaluation of a nuclear island structure（NIS）. A 3D integrated simulation method is developed to evaluate the seismic responses of a pile-mat-founded AP1000 nuclear-island building system subjected to multidirectional earthquake motions. Considering the regional te... More
Keywords：

nuclear island structure; seismic response; soil secondary nonlinearity; soil-pile-structure interaction;

  • DOI：

    10.16285/j.rsm.2022.0838

  • Series：

    (C) Architecture/ Energy/ Traffic/ Electromechanics, etc

  • Subject：

    Architecture and Engineering; Nuclear Science Technology; Electric Power Industry

  • Classification Code：

    TU311.3;TM623

Download the mobile appuse the app to scan this coderead the article.

Tips: Please download CAJViewer to view CAJ format full text.

Download: 201 Page: 1501-1511 Pagecount: 11 Size: 1623K

Related Literature
  • Similar Article
  • Reader Recommendation
  • Associated Author