1988年澜沧—耿马双主震型地震破裂与震区的现代构造运动

本文在１９８８年澜沧－耿马地震震区野外考察和分析总结本组地震破裂基本特性的基础上，根据震区的大地形变测量资料和弹性理论，从现代构造运动的观点，探讨了本组地震破裂的成因，尤其是两次主震在破裂方面的联系和差异。研究结果表明：①自１９８５年至１９８９年，震区以２．１厘米／年的平均速率向北３７．４°东方向水平推挤了０．６４米；②与此同时，它还兼有绕铅垂铀的顺时针旋转运动，其平均角速度为９．４×１０＾－８度     

澜沧—耿马地震前FSQ仪记录到的粘滑和慢地震及对短临预报探讨

本文分析了弥渡，永胜，楚雄台ＦＳＱ型浮子水管仪原始记录图，发现澜沧－耿马大震前，出现短临形变异常特征，其主要表现为粘滑，慢地震。粘滑，慢地震，小震活动是大震前震源体直接传播出来的孕震过程的主要信息。及时分析定点形变台站观测中的这些震兆信息，可能是探索短临地震预报的一种良好途径。     

Rupture process of November 6, 1988, Lancang-Gengma, Yunnan, China, earthquake of M s=7.6 using empirical Green’s function deconvolution method

The empirical Green’s function deconvolution technique is applied to the November 6, 1998,M _s=7.6, Yunnan, China earthquake to study the rupture process of this event. An aftershock ofM _s=6.3 is taken as the empirical Green’s function. Recordings of these two events at six stations of China Digital Seismographic Network (CDSN) are employed. Deconvolution results show that this event is a relatively simple event. Directivity analysis indicates that the rupture was initiated at hypocenter and propagated bilaterally and early symmetrically towards the northwest and southeast directions with a total length of 70 km and a time duration of 19 s. The rupture velocity is estimated to be about 2.0 km/s. Contribution No. 98A01004, Institute of Geophysics, State Seismological Bureau, China. This study is supported by the Chinese Joint Seismological Science Foundation(95-07-411).     

Regional characteristics of coda attenuation after the lancang-Gengma earthquake

In the light of the single scattering model of coda originating from local earthquakes, and based on the aftershock coda registered respectively at the 4 short period stations installed near the foci shortly after theM7.6 Lancang andM7.2 Gengma earthquakes, this paper has tentatively calculated the rate of amplitude attenuation and theQ _c-value of the coda in the Lancang and Gengma areas using a newly-founded synthetic determination method. Result of the study shows the rate of coda amplitude attenuation demonstrates remarkable regional differences respectively in the southern and northern areas. The southern area presents a faster attenuation (Q _c=114), whereas the northern area shows a slower attenuation (Q _c=231). The paper also discusses the reasons causing such differences. Result of the study also suggests a fairly good linear relation between the coda source factorA _o(f) and the seismic moment and the magnitude. Using the earthquake scaling law, the following formulas can be derived: lgM ₀=lgA ₀(f)+17.6,M _D=0.67lgA ₀(f)+1.21 and logM ₀=1.5M _D+15.79. In addition, the rates of amplitude attenuationβ _s andβ _m are respectively calculated using the single scattering and multiple scattering models, and the ratioβ _s/β_m=1.20−1.50 is found for the results respectively from the two models. Finally, the mean free pathL of the S-wave scattering in the southern and northern areas are determined to be 54 km and 122 km respectively by the relations which can distinguish between the inherentQ _i and scatteringQ _s, testify to this areas having lowQ-values correspond to stronger scatterings. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, 71–82, 1992. This study is partly supported by the Seismological Science Foundation of the State Seismological Bureau of China, and the present English version of the paper is translated from its Chinese original by Wenyi Xia, Seismological Bureau of Yunnan Province.     

澜沧—耿马地震的破裂过程

本文收集了国内各个单位和国外EDR报告给出的澜沧——耿马地震的震源参数和震源机制解参数,讨论了它们之间差别的原因。由地震定标律给出了主震7.5级地震的断层长度、宽度、面积和平均错距的估计值,结果分别为52 km,26 km,1.3×10~3 km~2,2.0 m。研究了它们的破裂方向:像是从中间地区分别向东南(产生最大主震7.5级地震)和西北方向(产生次大主震7.0级地震)破裂扩展,但不是同时,相隔了约13分钟。本文还讨论了第二次主震(Ms7.0)比第一次主震(Ms7.5)造成的地面破坏面积大的原因。     

永胜形变台记录到的澜沧-耿马地震的破裂过程

本文以永胜地震台FSQ型浮子水管倾斜仪原始记录图形为基础,介绍了澜沧-耿马大震前后的地形变特征,探讨了大震破裂的前后过程。这些珍贵的原始记录图型,对今后该区7级以上大震的短临预报可能具有重要的参考价值。