基于地震预警的台阵布局优化
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
目的为降低地震台阵成本,同时满足地震预警系统的有效预警时间要求,合理布置地震台阵.方法基于双台子台阵地震定位方法,通过合理设置优化设计变量、目标函数和约束条件,建立地震台阵布局优化设计模型,并采用IHGA对台阵布局进行优化设计.结果对沈阳市地震预警系统台阵布局进行优化设计,建立了相应的台阵布局优化设计模型,使不同发震点发震时对任一预警对象的有效预警时间均能满足地震预警系统最低设防要求,平均有效预警时间得到大幅增加.结论建立的地震预警系统的台阵布局优化设计模型与所采用的优化设计方法可以达到要求,并取得了较好的效果.
The paper aims to reduce seismic array cost and at the same time to meet the demands of effective early warning time of the earthquake early warning system.Based on earthquake allocation method with a two station sub-array,the optimization design model of seismic array layout was established through determine optimization design variables,objective function and constraint condition reasonably.The seismic array layout of the earthquake early warning system of Shenyang city is optimized with IHGA.The results of examples show that the average effective early warning time is significantly increased.Moreover,the effective early warning time of any early warning object can meet the lowest resistant requirements of earthquake early warning system when the earthquake happened in different locations.Therefore,the optimization design model of seismic array layout of the earthquake early warning system and the method of optimization design can obtain better effects.
引文
[1]张延年,刘丽,董锦坤,等.智能隔震结构振动控制及其优化设计[J].沈阳建筑大学学报:自然科学版,2007,23(3):358-362.
    [2]Bakun W H,Fischer F G,Tensen E G,et al.Earlywarning system for altershocks[J].Bull.Seism.Soc.Am.,1994,84(2):359-365.
    [3]Ritter J R R,Jordan M,Christensen U,et al.A man-tle plume below the Eifel volcanic fields[J].Germa-ny.Earth Planet.Sci.Lett,2001,186:7-14.
    [4]Rydelek P,Pujol J.Real-time seismic warning witha two station sub-array[J].Bull Seism Soc Am,2004,94(4):1546-1550.
    [5]夏玉胜,杨丽萍.地震预警(报)系统及减灾效益研究[J].西北地震学报,2000,22(4):452-457.
    [6]朱福祥,郭迅,李山有,等.重大工程地震预警初步研究[J].世界地震工程,2002,18(3):32-36.
    [7]Ringdal F,Husebye E S.Application of arrays in thedetection,location,and identification of seismic e-vents[J].Bull.Seism.Soc.Am,1982,72(16):201-224.
    [8]郝春月,郑重,周公威.兰州台阵勘址测点相关值曲线的计算分析与初选台阵评估[J].地震学报,2003,25(6):608-614.
    [9]张延年,刘剑平,刘斌,等.改进单向搜索遗传算法的工程结构优化设计[J].力学季刊,2005,26(2):293-298.
    [10]Trombetti T,Silvestri S.On the modal damping rati-os of shear-type structures equipped with Rayleighdamping-systems[J].Journal of Sound and Vibra-tion,2006,292(2):21-58.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心