副教授 硕士生导师
性别: 男
毕业院校: 大连理工大学
学位: 博士
所在单位: 水利工程系
学科: 水工结构工程. 防灾减灾工程及防护工程. 工程管理
办公地点: 抗震实验大厅202
联系方式: 0411-84706429
电子邮箱: shuli@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2018-08-01
发表刊物: SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
收录刊物: SCIE
卷号: 111
页面范围: 110-118
ISSN号: 0267-7261
关键字: Seafloor ground motion simulation; Spatial correlation; Seawater layer; Soil saturation; Site transfer function; Complex terrain
摘要: The seismic response of ocean structures would be overestimated if the ground motions recorded at land stations are used without corrections. Considering the effect of soft soil layer and soil saturation with site transfer function, a new method was presented for studied the effect of seawater layer on vertical in-plane motions base on a simple model of Crouse and Quilter. The simulate theory of spatially varying ground motions was proposed to consider the influence of seawater layer and soil saturation of seafloor soil layer. Compared with different site conditions, four unique locate sites with the same spatial distance were chose, and two cases of with seawater and without seawater were studied. The comparison results show that the seafloor vertical in-plane motions are noticeable attenuation under seawater layer. The saturation soft soil layer has more influence on seafloor vertical in-plane motions than seawater. Due to considering the complex submarine topography, the synthesized seafloor ground motions can be applied on numerical simulation in most seafloor seismic hazard analyses.