摘要
用确定性法和综合概率法给出沈阳低温核供热站厂址基岩地面运动峰值加速度和加速度反应谱,并和标定的RG1.60谱和HAF0101(1)谱及国家核规范谱作了对比,表明厂址谱整体上比RG1.60谱要低;概率法厂址谱在较短周期(小于0.3s)部分明显低,在较长周期(大于0.35s)部分略高。本文研究为类似地震地质条件区域的核电抗震设计积累了新经验,并作了有益探索。
By means of definitiveness method and hybrid probabilistic method,the peak acceleration and acceleration response spectra are presented for the baserock of the site of lowtemperature nuclear heat supplying station in Shenyang and they are compared with those of spectra in RG1.60,HAF0101(1) and code for seismic design of nuclear power plants.
出处
《地震工程与工程振动》
CSCD
北大核心
2003年第5期57-60,共4页
Earthquake Engineering and Engineering Dynamics
基金
国家计委低温核供热站示范工程项目
