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This paper describes an efficient approach for computing the frequency response of seismic waves propagating in 2- and 3-D earth models within which the magnitude and phase are required at many locations. The approach consists of running an explicit finite difference time domain (TD) code with a time harmonic source out to steady-state. The magnitudes and phases at locations in the model are computed using phase sensitive detection (PSD). PSD does not require storage of time-series (unlike a fast Fourier transform), reducing its memory requirements. Additionally, the response from multiple sources can be obtained from a single finite difference run by encoding each source with a different frequency. For 2-D models with many sources, this time domain phase sensitive detection (TD–PSD) approach has a higher arithmetic complexity than direct solution of the finite difference frequency domain (FD) equations using nested dissection re-ordering (FD–ND). The storage requirements for 2-D finite difference TD–PSD are lower than FD–ND. For 3-D finite difference models, TD–PSD has significantly lower arithmetic complexity and storage requirements than FD–ND, and therefore, may prove useful for computing the frequency response of large 3-D earth models. 相似文献
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Joachim?MiksatEmail author Friedemann?Wenzel Vladimir?Sokolov 《Pure and Applied Geophysics》2005,162(5):857-874
The August 17, 1999 Kocaeli earthquake ruptured the earths surface along 145 km and produced a magnitude of Mw=7.4. As expected for such an event Modified Mercalli intensities of typically IX and X in the vicinity of the fault were determined. Yet the observed accelerations at the five near-fault sites remained amazingly small with horizontal PGA values of 0.14 g to 0.4 g. We attempt to resolve the enigma by modeling surface ground motion with a finite-difference algorithm, utilizing two different rupture and slip histories derived from the strong-motion observations and translate the computed horizontal motion in intensity values. We can show that (a) in a given simple crustal velocity model different slip distributions result in significantly different ground motion distributions in the vicinity of the fault even though both slip distributions fit the observed accelerometer data quite well. (b) Both slip distributions project high ground motion into areas adjacent to the fault where no accelerometer was located. (c) Both slip distributions are not fully compatible with observed intensity observations around the fault, although this could be partly attributed to the lack of knowledge regarding to the crustal structure. In the light of our results it would thus be misleading if the few strong-motion observations around the Kocaeli earthquake fault were taken as typical or representative for the entire area and for potential future events. 相似文献
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隧道衬砌病害地质雷达探测正演模拟与应用 总被引：2，自引：0，他引：2
国内大多数隧道都存在着不同程度的病害,其中诸如衬砌开裂、不密实、含有空洞和渗漏水等衬砌病害是隧道最常见的病害类型,严重影响行车安全。地质雷达（GPR）可以用来对隧道衬砌病害进行快速无损探测,但对于衬砌病害的解译十分依赖于探测人员的经验,很容易造成误判和漏判。因此,对隧道衬砌病害进行分类,并针对典型衬砌病害类型进行建模,利用时域有限差分（FDTD）法对衬砌病害模型进行地质雷达探测正演模拟,针对衬砌渗漏水和存在钢筋干扰等特殊情况,通过频谱分析对病害进行了定量识别,总结出典型衬砌病害的地质雷达探测解释准则,最后结合工程实例对衬砌病害进行了推断和解译。结果验证了衬砌病害地质雷达探测正演模拟和解释准则的可靠性。 相似文献