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81.
When topography and low velocity zone differences vary greatly, conventional vertical static time shifts will cause wavefield distortion and influence wave equation seismic imaging for seismic data acquired on a complex near surface. In this paper, we propose an approach to datum correction that combines a joint tomography inversion with wavefield continuation to solve the static problem for seismic data on rugged acquisition topography. First, the near surface model is obtained by refracted wave tomography inversion. Second, the wavefield of sources and receivers are continued downward and upward to accomplish datum correction starting from a flat surface and locating the datum above topography. Based on the reciprocal theorem, Huygens' and Fresnel principles, the location of sources and receivers, and regarding the recorded data on the surface as a secondary emission, the sources and receivers are upward-continued to the datum above topography respectively. Thus, the datum correction using joint tomography inversion and wavefield continuation with the condition of a complex near surface is accomplished.  相似文献   
82.
王红雨  杨敏 《岩土力学》2007,28(8):1677-1681
与地面水平时地基土体的对称破坏模式不同,临近基坑(边坡)地基土体的破坏模式呈现明显的非对称性.利用FLAC-3D数值模拟技术,研究了在竖向极限荷载作用下临近基坑c-ψ土地基不同工况时的破坏模式,得出了与J.Graham所假设的边坡附近无黏性土地基破坏模式相一致的结论.最后将数值模拟结果与大尺寸模型试验数据以及J.Graham的基于应力特征线法的非对称滑动破坏模式的地基承载力理论解进行了分析对比.结果表明,采用叠加计算方法得到的承载力系数Nγq偏于安全.  相似文献   
83.
本文介绍了近太空平台及主要特点,提出了在近太空平台搭载各类传感器进行摄影测量与遥感的初步设想,分析了它们的测绘性能,认为未来近太空平台摄影测量系统将成为航空和卫星系统的重要补充。  相似文献   
84.
Numerical and analytical solutions are presented for the elastic and inelastic response of single‐degree‐of‐freedom yielding oscillators to idealized ground acceleration pulses. These motions are typical of near‐fault earthquake recordings generated by forward rupture directivity and may inflict damage in the absence of substantial structural strength and ductility capacity. Four basic pulse waveforms are examined: (1) triangular; (2) sinusoidal; (3) exponential; and (4) rectangular. In the first part of the article, a numerical study is presented of the effect of oscillator period, strength, damping, post‐yielding stiffness and number of excitation cycles, on inelastic response. Results are presented in the form of dimensionless graphs and regression formulas that elucidate the salient features of the problem. It is shown that conventional Rµ relations may significantly underestimate ductility demand imposed by near‐fault motions. The second part of the article concentrates on elastic‐perfectly plastic oscillators. Closed‐form solutions are derived for post‐yielding response and associated ductility demand. It is shown that all three ground motion histories (i.e. acceleration, velocity, and displacement) control oscillator response—contrary to the widespread view that ground velocity alone is of leading importance. The derived solutions provide insight on the physics of inelastic response, which is often obscured by the complexity of numerical algorithms and actual earthquake motions. The model is evaluated against numerical results from near‐field recordings. A case study is presented. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   
85.
塔中志留系下沥青砂岩段发育海侵背景下受风暴控制的滨岸-陆棚沉积体系,沉积砂体的类型有滨岸砂、浅海砂坝和陆棚砂。风暴作用改造并控制着陆棚砂、浅海砂坝等砂体,使其发育规模增大。海侵时期形成的上述三种砂体的储集性优于海退时期形成的潮道砂体。滨岸砂、浅海砂坝和陆棚砂体区域上尖灭与陆棚泥岩组合,可形成较好的岩性地层圈闭。  相似文献   
86.
成都市近地表大气尘的矿物学特征及其环境指示意义   总被引:9,自引:0,他引:9  
通过对成都市近地表大气尘X射线衍射、电镜扫描分析等研究显示:其主要由石英、长石、伊利石、绿泥石、方解石、石膏等矿物组成;就其形状看有致密的不规则粒状、片状单矿物、不规则粒状聚合体、浑圆形球状飘珠、聚合体放大观察可见片状的粘土矿物和细小的粒状单矿物,偶见藻类;矿物形貌特征及矿物组成空间分布特征的研究显示:球形状飘珠及伊利石、绿泥石、石膏的空间分布特征与工业布局和表层土壤的pH值密切相关,成都市近地表大气尘主要为地表扬尘和工业烟尘的混合物;与土壤的矿物组成比较可见,近地表大气尘重金属污染除土壤贡献外,还有其他污染贡献;石膏在本次研究中平均含量高达8.2%,推测可能成为成都市往年燃煤量大而无明显酸雨现象的原因之一。  相似文献   
87.
内蒙西部银根-额济纳中生代盆地群叠置类型与勘探领域   总被引:1,自引:1,他引:1  
内蒙西部银根-额济纳盆地群是在前古生代基底上发育起来的中、新生代“叠置型”盆地群。构造演化经历了三叠纪的热拱隆张阶段、早中侏罗世的初始裂谷盆地阶段、早白垩世的裂谷盆地发育阶段、晚白垩世的引张坳陷阶段、第三纪到第四纪的陆内聚敛挤压阶段。主要形成了下白垩统半深湖相烃源岩,其次为中下侏罗统煤系烃源岩。根据构造层之间的叠置关系,可划分为完全叠置型、基本叠置型、迁移叠置型3种盆地(凹陷)类型。不同叠置类型盆地(凹陷)的烃源岩发育特征、各类圈闭发育特征不同,油气成藏条件差别较大,勘探方向和勘探领域不同。根据裂谷小湖盆的沉积发育特征,应围绕沉积“洼槽”中心的烃源岩开展近源勘探,分别指出了不同叠置型盆地(凹陷)的勘探领域:叠置型盆地(凹陷)主要以控盆断裂带的滚动背斜、缓坡带的岩性、地层不整合圈闭为主要勘探领域;基本叠置型盆地(凹陷)主要以中央断裂隆起构造带的断鼻、断块圈闭为主要勘探领域;迁移叠置型盆地(凹陷)主要以不整合圈闭和缓坡带的岩性圈闭为主要勘探领域。  相似文献   
88.
用神舟三号中分辨率成像光谱仪数据反演大气水汽   总被引:1,自引:0,他引:1  
2002年3月中国神舟三号飞船发射成功,所携带的中分辨率成像光谱仪获取了一批940nm波段的遥感数据。本文用其中的部分资料做了反演水汽的试验,给出一些结果和分析。  相似文献   
89.
This paper presents the first of a series of case studies on the seismic design of long span bridges (cable-stayed bridges, suspension bridges and arch bridges) under a cooperative research project on seismic behavior and design of highway bridges between the State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University and the Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo. The objective of this series of case studies is to examine the differences and similarities on the seismic design practice of long span bridges in China and the U.S., to identify research needs and to develop design guidelines beneficial to bridge engineers in both countries. Unlike short to medium span bridges, long span bridges are not included in most seismic design specifications, mainly because they are location dependent and structurally unique. In this paper, an available model of a steel tied half through arch bridge with a main span of 550m in China is discussed. Analysis is focused on comparisons of the seismic responses due to different ground motions. Seismic design criteria and seismic performance requirements for long span bridges in both countries were first introduced and compared, and then three near field earthquake records with large vertical components were selected as the excitations to examine the seismic behavior and seismic vulnerability of the bridge. Results show that (1) the selected near field ground motions cause larger responses to key components (critical sections) of the bridge (such as arch rib ends) with a maximum increase of more than twice those caused by the site specific ground motions; (2) piers, longitudinal girders and arch crowns are more vulnerable to vertical motions, especially their axial forces; and (3) large vertical components of near field ground motions may not significantly affect the bridge's internal forces provided that their peak acceleration spectra ordinates only appear at periods of less than 0.2s. However, they may have more influence on the longitudinal displacements of sliding bearings due to their large displacement spectra ordinates at the fundamental period of the bridge.  相似文献   
90.
OnsomeproblemsofseismiccrustalphaseHuan-ChengGE(葛焕称)(SeismologicalBureauofJiangsuProvince,Nanjing210014,China)Abstract:Inthis...  相似文献   
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