摘要
土壤-结构动力相互作用分析是核工程抗震设计与安全分析中的重要环节。核工程在地震动中的反应主要取决于地震动特性、地基土特征与结构特性三个方面。对于非岩石地基土，由于构筑物基础面的运动受到土壤-结构动力相互作用的影响，与地表自由场运动会有显著的差别。在抗震设计规范中要求考虑这一相互作用的影响。本文采用 FLUSH、 SASSI2000程序进行了试验堆土壤-结构的动力分析，给出试验堆厂址地表自由场运动与各楼层反应谱，以供结构与设备抗震设计之用，并进行了比较分析。
Analyzing soil-structure interaction is an important section in anti-seismic design and analysis of nuclear engineering. The factors that influence the response of nuclear structures including the properties of earthquake, soil and structures. So the soil-structure interaction in the non-rock foundation is different from that in the surface free field, and the interaction must be considered under the anti-seismic design standard of test reactors. The FLUSH program and SASSI2000 are applied to dynamic analysis. Moreover, comparing the obtained data and diagrams some conclusions are drawn.
出处
《核动力工程》
EI
CAS
CSCD
北大核心
2001年第4期308-312,共5页
Nuclear Power Engineering
