|本期目录/Table of Contents|

[1]闫静茹,张郁山,郝明辉.山东省不同场地PGA放大影响研究*[J].地震研究,2020,43(03):569-575.
 YAN Jingru,ZHANG Yushan,HAO Minghui.Study on Amplification Effect of Peak Ground Acceleration Based on Different Sites in Shandong Province[J].Journal of Seismological Research,2020,43(03):569-575.
点击复制

山东省不同场地PGA放大影响研究*(PDF/HTML)

《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:
43
期数:
2020年03期
页码:
569-575
栏目:
出版日期:
2020-09-14

文章信息/Info

Title:
Study on Amplification Effect of Peak Ground Acceleration Based on Different Sites in Shandong Province
作者:
闫静茹张郁山郝明辉
(中国地震灾害防御中心,北京 100029)
Author(s):
YAN JingruZHANG YushanHAO Minghui
(China Earthquake Disaster Prevention Center,Beijing 100029,China)
关键词:
场地效应 场地分类 PGA 放大系数
Keywords:
site effect site classification PGA amplification coefficient
分类号:
P315.91
DOI:
-
摘要:
搜集整理“场地勘察钻孔数据库及分析平台系统”中山东省278个土层结构数据相对完整的钻孔剖面,采用一维等效线性化地震反应分析方法,计算II类和III类场地在5种实际基岩地震动作用下的场地反应,分析场地地震动峰值放大系数随场地类别、等效剪切波速、输入地震动强度的变化特征。结果表明:①场地土对输入地震动具有放大作用,这种放大作用随着地震动输入强度的增大在II,III类场地呈现不同的趋势; ②对比所有场地不同地震强度的PGA平均值及拟合曲线发现,II类场地PGA多数情况高于III类场地; ③分析所有场地土层PGAvse变化情况,发现在D,E强震作用下,PGAvse>350 m/s变化趋势平缓,因此提出II类场地更为细致的划分方法,并给出各类场地地震动参数变化的经验关系式及其系数值。
Abstract:
By collecting and sorting the 278 borehole profiles with comparatively complete soil structure data in Shandong province from the In-site Investigation Borehole Database and Analysis Platform System,this article calculates the site response of class-II and class-III sites under the effect of 5 different kinds of actual rock earthquake by applying linear equivalent response analysis method on one-dimensional soil layer,analyzing how the peak ground amplification coefficient changes according to the different sites,shear wave velocity and input earthquake intensity. The results show that:① the soil in the site would amplify the input earthquake,and the effect acts differently in class-II and class-III site as the input earthquake intensified; ② by comparing the average PGA and fitting curve of different earthquake intensity in all sites,it can be concluded that the PGA in class-II is higher than that of class-III in most conditions; ③ by analyzing the change of PGA with Vse in all sites,it can be concluded that when Vse>350 m/s,the trend of the PGA is even under the strong earthquake effect of D and E. So,this article proposes a more thorough classification method for class-II site and gives the changes of the earthquake parameters in all kinds and the coefficient values.

参考文献/References:

-

备注/Memo

备注/Memo:
收稿日期:2020-03-29
基金项目:国家重点研发计划(2018YFC1504601)资助.

更新日期/Last Update: 2020-09-18