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辽宁核电站温坨子厂址设计墓准地面运动SL_2和SL_1的确定
引用本文:钟以章,王国新.辽宁核电站温坨子厂址设计墓准地面运动SL_2和SL_1的确定[J].中国地震,1994(1).
作者姓名:钟以章  王国新
作者单位:辽宁省地震局
摘    要:本文在综合厂址及区域地震地质资料的基础上,采用地震构造法、综合概率法和最大历史地震法分别计算了辽宁核电站温坨子厂址的极限安全地震动(SL2),计算结果分别是177cm/s2,175cm/s2和89cm/s2,取其中的最大值177cm/s2。为安全起见,建议将SL2取值200cm/s2。运行安全地震动(SL1)按50年0.1超越概率和SL2/2选取,采用两者的较大值,确定为100cm/s2。

关 键 词:核电站,辽宁,极限安全地震动(SL_2),运行安全地震动(SL_1)

On Determination of SL_2 and SL_1 for the Wentuozi Site of the Liaoning Nuclear Power Plant
Zkoug Yizhang, Wang Guoxin.On Determination of SL_2 and SL_1 for the Wentuozi Site of the Liaoning Nuclear Power Plant[J].Earthquake Research in China,1994(1).
Authors:Zkoug Yizhang  Wang Guoxin
Abstract:Based on synthetic analysis of seismogeological data the limiting safe seismic motion (SL2) for the Wentuozi site has been obtained by the seismo-tectonic method, the probability method and the maximum historical earthquake method. The calculating results are 177 cm / s2,175cm / s2 and 89cm / s2 respectively. We take the maximum value among them as SL2(177cm / s2). For safety purpose 200 cm / s2 can be utilized as SL2 for Wentuozi site.The operating safe seismic motion (SL1) which can obtain from selecting larger between the probabilistic calculating result and the half of SL2 is 100cm / s2.
Keywords:Nuclear power plant  Liaoning province  Limiting safe seismic motion Operating safe seismic motion  
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