柯西波场及在角度域成像条件中的应用

角度域成像道集是叠前深度偏移的重要输出结果,它是偏移速度分析、各向异性分析和AVA分析等研究工作的基础.目前存在的角度域成像道集的生成方法受计算效率或角度分辨率的影响,仍然满足不了实际生产的要求.角度域成像道集的生成方法可以大致分为直接法和间接法两大类.在直接方法中,波矢量方向计算和局部平面波分解是两个最重要的内容,它们共同决定角度域成像条件的实现效率和角度域成像道集的质量.为了完善现有的角度域成像道集生成方法,本文提出一种新的波矢量计算方法和局部平面波分解方法.本文先用波动方程任意时刻的柯西条件构造一个只含原波场负频率成分的柯西波场,然后根据柯西波场在时间波数域的振幅谱计算波场的波矢量方向.该方法仅在需要计算波矢量方向的时刻合成柯西波场,不需要增加额外的数据读写操作,是一种高效的波矢量计算方法.本文还以柯西波场为基础提出一种高效的局部平面波分解方法,保证角度域成像条件的实现效率.结合柯西波场和局部平面波分解方法,本文最后给出一种新的角度域成像方法.文中最后的数值实验证明该方法得到的角度域成像道集具有理想的角度分辨率,可以反映地下构造的角度照明情况.     

随钻偶极远探测声场的辐射特性

本文对偶极横波远探测技术在随钻测井中的应用进行了探讨.对于随钻远探测而言,井中声源向井外地层中的辐射性能是它的主控因素.本文从井孔内外声场出发,考察了随钻和电缆测井中偶极声源的辐射效率,即声源产生的辐射波能流与沿井传播的导波能流之比;分析了声源的远场辐射指向性;基于声源辐射与接收之间的互易性,快速模拟和处理了随钻测井下SH和SV横波远探测波形.研究结果表明,随钻条件下SH和SV横波的最大辐射效率受钻铤的影响较电缆的情况降低了70%左右,且横波最大辐射效率对应的优势激发频率也从电缆的3.5kHz降为2.5kHz左右;虽然随钻偶极的横波辐射效率明显降低,但由理论模拟的随钻远探测数据的成像结果可知,声源辐射到地层中的横波能量仍足以探测井外反射体,表明随钻偶极远探测技术在理论上是可行的,本文结果为随钻偶极远探测测井提供了理论依据.     

连通域标识法在FMI图像溶洞信息定量拾取中的应用

溶蚀孔洞在碳酸盐岩储层中是重要的流体储集空间,研究成像测井(FMI)图像孔洞连通域标记及信息定量拾取很有意义.全井眼微电阻率成像测井(FMI)经数据处理后可得到全井壁高分辨率的彩色图像,经图像灰度化、中值滤波处理后,通过阈值分割得到能够反映井壁溶蚀孔洞特征的二值图像,孔洞表现为黑色暗斑.基于等价对处理的图像连通域标记算法具有快速、不重复标记的优点,利用该算法,可准确地从二值图像中标记溶蚀孔洞连通域,进而可对每个连通域进行目标信息拾取,包括孔洞尺寸、连通域面积、圆度等.利用反映溶蚀孔洞发育程度的面孔率曲线对图像进行分层,在此基础上可拾取每一层段溶蚀孔洞面孔率、分选系数及溶洞密度值的分布等非均质信息,能够定量地评价溶蚀孔洞发育、非均质性强的碳酸盐岩储层,也是FMI图像应用于岩石孔洞结构信息定量表征新的尝试.     

基于Hilbert变换的全波场分离逆时偏移成像

逆时偏移方法利用双程波算子模拟波场的正向和反向传播,通常采用互相关成像条件获得偏移剖面,是一种高精度的成像方法.但是传统的互相关成像条件会在偏移结果中产生低频噪声;此外,如果偏移速度中存在剧烈速度变化还可能进一步产生偏移假象.为了提高逆时偏移的成像质量,可在成像过程中先对震源波场和检波点波场分别进行波场分离,然后选择合适的波场成分进行互相关成像.本文基于Hilbert变换,推导了可在偏移过程中进行上下行和左右行波场分离的高效波场分离公式以及相应的成像条件,结合Sigsbee 2B合成数据,给出了不同波场成分的互相关成像结果.数值算例结果表明,采用本文提出的高效波场分离算法以及合理的波场成分互相关成像条件可以获得高信噪比的成像结果.     

Analytical modelling of near‐source pulse‐like seismic demand for multi‐linear backbone oscillators

Nonlinear static procedures, which relate the seismic demand of a structure to that of an equivalent single‐degree‐of‐freedom oscillator, are well‐established tools in the performance‐based earthquake engineering paradigm. Initially, such procedures made recourse to inelastic spectra derived for simple elastic–plastic bilinear oscillators, but the request for demand estimates that delve deeper into the inelastic range, motivated investigating the seismic demand of oscillators with more complex backbone curves. Meanwhile, near‐source (NS) pulse‐like ground motions have been receiving increased attention, because they can induce a distinctive type of inelastic demand. Pulse‐like NS ground motions are usually the result of rupture directivity, where seismic waves generated at different points along the rupture front arrive at a site at the same time, leading to a double‐sided velocity pulse, which delivers most of the seismic energy. Recent research has led to a methodology for incorporating this NS effect in the implementation of nonlinear static procedures. Both of the previously mentioned lines of research motivate the present study on the ductility demands imposed by pulse‐like NS ground motions on oscillators that feature pinching hysteretic behaviour with trilinear backbone curves. Incremental dynamic analysis is used considering 130 pulse‐like‐identified ground motions. Median, 16% and 84% fractile incremental dynamic analysis curves are calculated and fitted by an analytical model. Least‐squares estimates are obtained for the model parameters, which importantly include pulse period T_p. The resulting equations effectively constitute an R ? μ ? T ? T_p relation for pulse‐like NS motions. Potential applications of this result towards estimation of NS seismic demand are also briefly discussed. Copyright © 2016 John Wiley & Sons, Ltd.     

Seismic response of 20‐story base‐isolated and fixed‐base reinforced concrete structural wall buildings at a near‐fault site

This paper investigates numerically the seismic response of six seismically base‐isolated (BI) 20‐story reinforced concrete buildings and compares their response to that of a fixed‐base (FB) building with a similar structural system above ground. Located in Berkeley, California, 2 km from the Hayward fault, the buildings are designed with a core wall that provides most of the lateral force resistance above ground. For the BI buildings, the following are investigated: two isolation systems (both implemented below a three‐story basement), isolation periods equal to 4, 5, and 6 s, and two levels of flexural strength of the wall. The first isolation system combines tension‐resistant friction pendulum bearings and nonlinear fluid viscous dampers (NFVDs); the second combines low‐friction tension‐resistant crosslinear bearings, lead‐rubber bearings, and NFVDs. The designs of all buildings satisfy ASCE 7‐10 requirements, except that one component of horizontal excitation, is used in the 2D nonlinear response history analysis. Analysis is performed for a set of ground motions scaled to the design earthquake and to the maximum considered earthquake (MCE). At both the design earthquake and the MCE, the FB building develops large inelastic deformations and shear forces in the wall and large floor accelerations. At the MCE, four of the BI buildings experience nominally elastic response of the wall, with floor accelerations and shear forces being 0.25 to 0.55 times those experienced by the FB building. The response of the FB and four of the BI buildings to four unscaled historical pulse‐like near‐fault ground motions is also studied. Copyright © 2013 John Wiley & Sons, Ltd.     

Response of nonlinear soil‐MDOF structure systems subjected to distinct frequency‐content components of near‐fault ground motions

This paper is devoted to investigate the effects of near‐fault ground motions on the seismic responses of nonlinear MDOF structures considering soil‐structure interaction (SSI). Attempts are made to take into account the effects of different frequency‐content components of near‐fault records including pulse‐type (PT) and high‐frequency (HF) components via adopting an ensemble of 54 near‐fault ground motions. A deep sensitivity analysis is implemented based on the main parameters of the soil‐structure system. The soil is simulated based on the Cone model concept, and the superstructure is idealized as a nonlinear shear building. The results elucidate that SSI has approximately increasing and mitigating effects on structural responses to the PT and HF components, respectively. Also, a threshold period exists above which the HF component governs the structural responses. As the fundamental period of the structure becomes shorter and structural target ductility reduces, the contribution of the HF component to the structural responses increases, elaborately. Soil flexibility makes the threshold period increase, and the effect of the PT component becomes more significant than the HF one. In the case of soil‐structure system, slenderizing the structure also increases this threshold period and causes the PT component to be dominant. Copyright © 2013 John Wiley & Sons, Ltd.     

偶极声源在裸眼井及套管井外的横波辐射特征

偶极横波远探测技术作为近年来发展起来的一门地球物理测井技术,一个重要应用前景就是在裸眼井和套管井测井时寻找井外地层中的油气构造.本文从井中偶极声场积分表达式的远场渐近解出发,对裸眼井及套管井中偶极声源的辐射场进行了对比分析,首次得到了偶极声源在不同声源频率和不同地层类型下的辐射特征.并深入研究了套管井中偶极声源的SH横波远场辐射特性,给出了不同耦合情况下的SH横波远场辐射特性的变化规律,对比了套前套后SH横波远场辐射的异同.结果表明：井中偶极声源的远场辐射特性受声源频率和地层类型影响较大;在套管井中,偶极声源辐射到地层中的横波能量也可以进行远探测,尽管与裸眼井情况相比,辐射能量会有所降低.本文的结果为偶极横波远探测技术的应用提供了理论支持.     

多震源地震数据偏移成像方法

多震源地震技术是一种高效的地震数据采集方法技术,得到的地震记录是来自多个震源的混合地震数据.本文在多震源波场传播理论和地震波场满足线性叠加原理的基础上,提出了两种多震源地震数据的偏移成像方法.第一种方法是首先对多震源地震数据进行分离,得到各个单震源的地震数据,然后再利用常规的偏移成像方法进行处理;第二种方法是多震源地震数据的直接偏移成像.把本文提出的多震源偏移成像方法应用于数值模拟的多震源地震数据,验证了本文方法的正确性和有效性,直接偏移成像方法较分离后再偏移方法具有更高的计算效率.     

睾丸精原细胞瘤的CT和MRI表现

目的：探讨睾丸精原细胞瘤的CT、MRI特点,以提高对本病的认识。方法：回顾性分析有完整CT或MRI平扫及增强资料、经手术及病理证实的13例睾丸精原细胞瘤的影像表现。3例患者行CT检查,10例行MRI检查。结果：13例中有3例为未降睾丸并发精原细胞瘤。睾丸精原细胞瘤CT主要表现为中等均匀密度,增强扫描轻度到中度强化;MRI主要表现为结节状,信号较均匀,T2WI呈稍低信号,可见低信号线状纤维血管分隔,增强时分隔强化,肿瘤实质轻度强化。未降睾丸并精原细胞瘤位于正常睾丸下降路径,可发生于腹膜后、盆腔等部位,病灶体积较大,密度或信号不均,增强扫描明显强化。结论：睾丸精原细胞瘤的CT、MRI表现具有一定的特征性,具有较高的诊断和鉴别价值。