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According to the above method and approach, research work is made on the following aspects:① recurrence behavior of continental strong earthquakes;② interaction of faults and coseismic Coulomb stress changes;③ the influence of coseismic Coulomb stress changes on seismic potential of active faults;④ triggering and delaying of earthquakes due to fault interaction of the Xianshuihe-Xiaojiang seismotectonic belt.

根据上述研究思路,本文主要开展了以下几方面的工作:①大陆板内地震复发行为研究;②断裂间相互作用与同震库仑应力改变研究;③同震库仑应力改变对活动断裂地震危险性的影响;④鲜水河-小江断裂带断裂间相互作用对地震的触发。通过研究,本论文得到了以下主要认识和结论

The technologies of 90°-phase inversion,stratal slicing and interpreting with frequency are the three key technologies.

2005年2月,地震沉积学国际会议在美国休斯敦召开,继地震地层学、层序地层学之后,地震沉积学作为一门新的学科越来越受到人们的关注。

Therefore we carried out seismic sedimentological studies in Qikou Sag of Huanghua Depression using two techniques,that is,phase shift and stratal slicing .

目前国际上掀起了地震沉积学的研究热潮,国外学者在北美、印度等含油气盆地进行了一系列的地震沉积学研究,并在油气勘探和开发方面取得了明显的效果,因此本文利用相位调整和地层切片两项关键技术,对黄骅坳陷歧南凹陷沙一层序进行了地震沉积学的研究。

30 years after Tangs han earthquake, survivors orphaned by the earthquake sho wed certain substantial personality tendency, which was associated with the ment al health level of this group.

唐山地震发生30年后,经历唐山大地震的孤儿幸存者人格特质有明显倾向性,这种人格特征的倾向性与孤儿幸存者的心理健康状况相关。唐山大地震;孤儿;创伤后应激障碍;人格特征

3D seismic tomographic imaging and other advanced technologies, and provide a lot of examples of seismic exploration and development.

该书讲述了地震勘探数据采集、处理和解释的基本原理和方法介绍了VSP、AVO、3D地震勘探和层析成像等先进技术,并提供了大量地震勘探开发实例。

For small scale seismic facies volume, the seismic facies character change with traveltime is difficult to identify in time section, but they could be easily identified in timefrequency domain of Stransform.

通过对地震相特征的连续性以及振幅和频率变化特征的分析发现,对于规模较小的地震相体,在时间剖面上很难识别其层序内的地震相特征随旅行时的变化情况,但在S变换的时频域内可以被清楚地体现出来。

This paper introduced a new way to pressure prediction in undrilled formation by means of extrapolating sonic logging using artificial neural network while combining halfway log data with seismic data.

本文提出一种利用中途测井资料,结合地震信息,通过地震特征参数提取并用神经网络技术建立地震与测井之间的关系和外推井底以下声波曲线,进而预测未钻达地层压力的新方法。

This paper introduced a new way to pressure prediction in undrilled formation by means of extrapolating sonic logging using artificial neural network while combining halfway log data withseismic data.

本文提出一种利用中途测井资料,结合地震信息,通过地震特征参数提取并用神经网络技术建立地震与测井之间的关系和外推井底以下声波曲线,进而预测未钻达地层压力的新方法。

Lastly, in accordance with the actual situations of the prototype structure of mosque pagoda, based on the similar relation of model experiments, a model structure of mosque pagoda with a similar coefficient of 1/10 is designed and fabricated. Earthquake simulating shaking table tests are performed on the model structure of pagoda in the cases the AB type passive control system with SMA dampers is erected or unerected. The leading earthquake responses like the relative drift at the top of the main tower and the small tower, interstory drift ratio, acceleration, and cracking process of the pagodas body etc. are studied. The operational behaviors involving the deformation capacity and energy dissipation capacity is tested for passive control system with SMA dampers under the earthquake excitation, and the corresponding control mechanism and regularity is also analyzed. Furthermore, the performance changes and protection effectiveness is comprehensively evaluated while the model structure of pagoda is seismically protected or not.

最后,根据光塔原型结构的实际情况,以模型试验的相似关系为基础,设计并制作了一个相似系数S,为1/10的光塔模型结构,并先后进行了未安装和安装A、B型SMA阻尼器被动控制系统光塔模型结构的地震模拟振动台试验,研究了模型结构在3种不同工况下,主塔顶部和小塔顶部的相对位移、层间位移角和加速度以及塔体开裂等光塔结构的主要地震反应,测试了SMA阻尼器被动控制系统在地震激励下的变形能力和消能能力等工作性能,分析了相应的控制机理和控制规律,并从总体上评价了光塔模型结构抗震保护前后的性能变化和保护效果。

Some main achievements of the dissertation are described as follows: 1. Based on lots of literatures, the structural responses for unsynchronized motions, especially, including the interaction of soil-structure are introduced.

在阅读大量文献的基础上,介绍了多点地震输入下大跨度结构的地震反应分析方法,侧重评述了土和结构共同作用下,多点输入对土层地震反应的影响。

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