宽频带地震计反馈模型分析及应用实例

根据宽频带地震计的反馈模型推导传递函数,简化为一个近似表达式,由此可以清楚看到地震计的机械电子参数是如何影响其幅度响应特性的.在EDAS-BS60一体化数字地震仪设计中,应用近似表达式来指导反馈系统参数的计算和反馈系统调试,可将EDAS-BS60内嵌反馈地震计的频率特性调整到与理论推导的传递函数相一致.     

f max and fault zone property of Lushan earthquake of 20 April 2013, Sichuan,China

In this study, we determined f _max from near-field accelerograms of the Lushan earthquake of April 20, 2013 through spectra analysis. The result shows that the values of f _max derived from five different seismography stations are very close though these stations roughly span about 100 km along the strike. This implies that the cause of f _max is mainly the seismic source process rather than the site effect. Moreover, according to the source–cause model of Papageorgiou and Aki (Bull Seism Soc Am 73:693–722, 1983), we infer that the cohesive zone width of the rupture of the Lushan earthquake is about 204 with an uncertainty of 13 m. We also find that there is a significant bulge between 30 and 45 Hz in the amplitude spectra of accelerograms of stations 51YAL and 51QLY, and we confirm that it is due to seismic waves’ reverberation of the sedimentary soil layer beneath these stations.     

Algorithm for generating dem based on cone

Digital elevation model (DEM) has a variety of applications in GIS and CAD. It is the basic model for generating three-dimensional terrain feature. Generally speaking, there are two methods for building DEM. One is based upon the digital terrain model of discrete points, and is characterized by fast speed and low precision. The other is based upon triangular digital terrain model, and slow speed and high precision are the features of the method. Combining the advantages of the two methods, an algorithm for generating DEM with discrete points is presented in this paper. When interpolating elevation, this method can create a triangle which includes interpolating point and the elevation of the interpolating point can be obtained from the traingle. The method has the advantage of fast speed, high precision and less memory.     

1668年郯城8 1/2 级地震构造应力场分析

1668年郯城8 1/2 级地震,发震断层南起郯城窑上北到莒县土岭,全长为130 km,由5条北北东走向的活断层段组成。郯城地震断层南段沿沂沭断裂带内的F₂断裂分布,倾向南东东,倾角为30°～60°。北段紧邻F₁断裂分布,倾向不稳定,倾角较陡(多为70°以上)。南段表现为右行逆冲或逆右行的运动性质,北段则以右行走滑为主。郯城地震断层南、北两段均发育断层泥带、断层角砾带和碎裂带,南段总宽度为几米到十几米,北段总宽度为几十米到近百米,局部发育多条断层泥带。郯城地震断层的排列方式及其几何学特征表明:为老断层复活,而非新生断层。通过断层擦痕的反演同震应力场显示:北段为北东东-南西西向挤压应力场,南段为北东-南西向的挤压应力场,该地震是发生在区域性挤压应力场状态下。这种应力场空间变化可能是地震断层几何学空间变化导致的。其同震应力场与该地区现代区域应力场是一致的,这说明郯城地震并未造成震后应力场调整或震后应力场调整时间较短,未影响到现今应力场。     

Comparison of ground truth location of earthquake from InSAR and from ambient seismic noise: A case study of the 1998 Zhangbei earthquake

Because ambient seismic noise provides estimated Green’s function (EGF) between two sites with high accuracy, Rayleigh wave propagation along the path connecting the two sites is well resolved. Therefore, earthquakes which are close to one seismic station can be well located with calibration extracting from EGF. We test two algorithms in locating the 1998 Zhangbei earthquake, one algorithm is waveform-based, and the other is traveltime-based. We first compute EGF between station ZHB (a station about 40 km a...     

Estimated Green’s function extracted from superconducting gravimeters and seismometers

Estimated Green’s function (EGF) between stations has been extracted from ambient seismic noise, direct surface wave and coda waves. It is also confirmed by laboratory experiments on ultrasonics and theoretical derivations assuming diffusive wave field, equi-partition of modes or random sources on an enclosed surface. This method provides a new approach to study the crust and mantle structure at regional scale, continental scale and global scale. Following the achievements with seismometer records, the reco...     

陆川县冬种马铃薯生产中瓶颈问题的气象探索

对陆川县主栽的马铃薯品种黑龙江K3紫花,采用稻草免耕栽培措施分四次播种进行试验,对试验中造成马铃薯的出苗期烂种、生长后期晚疫病等原因的气象条件进行分析,并探索解决的方法。     

苏北盆地溱潼凹陷殷庄—台兴区块阜宁组三段沉积特征及砂体展布

苏北盆地溱潼凹陷殷庄—台兴区块阜宁组三段自上而下分为Ⅰ、Ⅱ、Ⅲ、Ⅳ4个砂组,沉积相组合为三角洲前缘相——包括前缘近端坝、远端坝、分流间湾相砂体夹浅湖—半深湖相泥岩互层。各砂组在分布上具有不同的形态。广山、殷庄、台兴、戴南地区发育的三角洲前缘近端坝和远端坝为有利储集相带。     

加筋水泥土锚杆在软土基坑加固中的应用

通过对天津地区某基坑支护工程加固方案的比选,重点介绍了加筋水泥土锚杆在软土土层中的技术特点,并根据在本工程中的实践,分析了在软土基坑中应用该技术的注意要点。