Therefore, the analysis of influence of base rock condition on earthquake affecting coefficient is necessary for earthquake security evaluation.
如何分析基岩条件对地震影响系数的影响是地震安全评价的关键工作之一。
The paper presents a foundation parameters identification method under the condition of unknown motion input from the base rock.
提出了一种基岩输入运动未知条件下的层状地基参数的时域识别方法。
应用推荐