山西地震
山西地震
산서지진
EARHTQUAKE RESEARCH IN SHANXI
2014年
1期
16-18
,共3页
四分量钻孔应变%K-L最佳直线拟合傅立叶滑动去年周期%日本9.0级地震
四分量鑽孔應變%K-L最佳直線擬閤傅立葉滑動去年週期%日本9.0級地震
사분량찬공응변%K-L최가직선의합부립협활동거년주기%일본9.0급지진
4-component borehole strain%Fourier sliding for removing yearly period%Japan M9 .0 Earthquake
基于通化地震台四分量应变观测,通过K-L最佳直线拟合及傅立叶滑动去年周期对数据进行处理,进一步分析日本9.0级地震前后应变变化特征。结果表明,K-L最佳直线拟合和傅立叶滑动去年周期,可以较好地消除通化台应变观测中的长趋势变化项和年变成分,使应力应变的微动态变化更加显著地表现出来;通化台四分量应变在日本9.0级地震前的压性变化与同一构造带的另外两个台站分量应变观测的大幅压性变化一致;日本9.0级地震使通化台面应变出现持续约8个月左右的扩张变化,变化性质与由GPS计算得到的同震位移结果较为一致。
基于通化地震檯四分量應變觀測,通過K-L最佳直線擬閤及傅立葉滑動去年週期對數據進行處理,進一步分析日本9.0級地震前後應變變化特徵。結果錶明,K-L最佳直線擬閤和傅立葉滑動去年週期,可以較好地消除通化檯應變觀測中的長趨勢變化項和年變成分,使應力應變的微動態變化更加顯著地錶現齣來;通化檯四分量應變在日本9.0級地震前的壓性變化與同一構造帶的另外兩箇檯站分量應變觀測的大幅壓性變化一緻;日本9.0級地震使通化檯麵應變齣現持續約8箇月左右的擴張變化,變化性質與由GPS計算得到的同震位移結果較為一緻。
기우통화지진태사분량응변관측,통과K-L최가직선의합급부립협활동거년주기대수거진행처리,진일보분석일본9.0급지진전후응변변화특정。결과표명,K-L최가직선의합화부립협활동거년주기,가이교호지소제통화태응변관측중적장추세변화항화년변성분,사응력응변적미동태변화경가현저지표현출래;통화태사분량응변재일본9.0급지진전적압성변화여동일구조대적령외량개태참분량응변관측적대폭압성변화일치;일본9.0급지진사통화태면응변출현지속약8개월좌우적확장변화,변화성질여유GPS계산득도적동진위이결과교위일치。
Based on observation of 4-component borehole strain in Tonghua ,variation characteristics of strains before and after the Ja-pan M9 .0 earthquake are analyzed after the data is processed by the way of K-L best straight line fitting and Fourier slide for remo-ving yearly period .The results show that K-L best straight line fitting and Fourier sliding for removing yearly period can eliminate long trend and annual changes in strain observed at Tonghua Station and make the micro dynamics variations of stress and strain more obvious .The compressive changes of 4-component strain at Tonghua Station are consistent with strain at the other two stations in the same structural belt before Japan M9 .0 earthquake .The surface strain at Tonghua Station caused by Japan 9 .0 earthquake had expanded for 8 months ,which consistent with coseismic displacement calculated by GPS .