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51.
滇西实验场微震衰减与场地响应 总被引:1,自引:1,他引:1
本文使用滇西实验场区PDR—2数字化台网的77个微震(M_L<3)资料,分析了场区内的下关、洱源、邓川、双廊、乔后和漾濞6个台站的微震振幅谱。采用振幅谱频率比方法,研究区域衰减效应和局部场地响应。在一固定接收器场地条件下对不同距离不同方向的几十个地震,测量5Hz和20Hz谱振幅比,估计场区内地壳上部P波和S波的Q值。6个台站分别属于不同的构造背景,各台Qp和Qs值差异与局部区域构造差异强烈相关,在所研究的小区域范围内衰减机制和场地响应差异可分为三个条带状区域。6个台站的平均Qp为210,Qs为460。Qs≈2.2Qp,与Frankel估计的Qp≈Qs对比,表明地壳上部的衰减机制存在明显的地区性差异。场地响应的另一主要特征是谱的拐角频率,对于浅源微震拐角频率不是震源距和地震位置的函数,统计结果表明,各场地具有明显的优势拐角频率,它与局部场地构造差异相关。 相似文献
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本文扼要介绍了PMOE行星历表研究当前的进展和工作 ,给出了PMOE2 0 0 2与DE40 5历表的比较。 相似文献
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Saccharomyces cerevisiae as the most simple eukaryotic organism is broadly accepted as a laboratory model organism. For the detection of potential toxic effects of pure compounds and complex composed samples like wastewater a miniaturised short‐term in vitro cyto‐ and genotoxicity screening assay was developed. The assay based on genetically modified S. cerevisiae cells deleted in the prominent drug efflux transporters Pdr5, Snq2, and Yor1 that facilitate pleiotropic drug resistance. The yeast strain devoid of these proteins that mediate the efflux of structurally diverse hydrophobic compounds exhibited an increased sensitivity to a variety of organic compounds. The DNA damage inducible RAD54 promoter fused to a yeast optimized derivative of the GFP (green fluorescent protein) gene from the jelly fish Aequorea victoria served as an indicator of DNA damage in this strain. Various pure compounds including the direct‐acting genotoxins methyl‐N‐nitro‐N‐nitrosoguanidine (MNNG), 4‐nitroquinoline‐N‐oxide (4‐NQO), methyl methanesulfonate (MMS) and hydroxyurea as well as the heavy metals cadmium and chromium(VI), the insecticide lindane and the central nervous system stimulant caffeine were tested exhibiting dose dependent induction of green fluorescence. All compounds were in parallel examined for chronic toxicity. A bioassay detecting simultaneously geno‐ and cytotoxic effects of potential toxicants in a single assay can be an important tool with a variety of applications in environmental monitoring and aquatic ecotoxicology. By partial automation and miniaturisation to microtitration scale this bioassay enables sensitive and fast biomonitoring for a multitude of samples. 相似文献
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In order to improve the reliability of the ground penetrating radar (GPR) method in identifying subsurface sinkholes and karst cavities, laboratory investigations have been performed. The main objective of this work was to examine the relationship between horizontal/vertical voids dimensions and wavelengths of various antennas, and the corresponding GPR responses. Emphasis was given to the investigation of the factors that cause the appearance of reverberation phenomena in the signal pattern.The tests were conducted in 5 m × 10 m area by 2-m-deep trench filled with homogenous, dry sand. The voids models (empty fiberglass cylinders in diameters of 0.6 m, 1.0 m, 1.5 m and 2.4 m, with various heights) were buried vertically with their tops at depths of between 0.7 and 1.5 m. Investigations were performed for the various model conditions by towing 500, 300 and 100 MHz antennas along a pre-established grid, for the various model conditions.The GPR data collected using the 500 MHz bistatic antenna above the 1.0-m- and the 1.5-m-diameter cylinders, and using the 300 MHz bistatic antenna above the 1.5-m-diameter cylinder, confirmed the presence of a reverberation phenomenon, i.e. a strong convex signal pattern, containing a series of high amplitude extending oscillations with reduced frequency.Based on past practical GPR experience of void detection and presently obtained experimental data, two rules of thumbs may be adopted for the prediction of the appearance of resonant radar pictures:
- 1. The void diameter larger than the wavelength in air of the antenna used.
- 2. The vertical size of the empty void not significantly smaller than its horizontal dimension.
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变刚度半主动结构振动控制的试验研究 总被引:8,自引:0,他引:8
本文成功地完成了五层框架的变刚度半主动结构振动控制的模拟地震振动试验,这不仅是我国的第一个变刚度半主动结构振动控制的试验,在国际上也是少数几例之一。本文介绍了试验系统的构成,试验内容,试验结果的分析及试验结论等。 相似文献
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结构抗震性能评估的动测方法研究 总被引:1,自引:0,他引:1
本文通过对工程结构,特别是高层建筑的动力特性参数的现场实测,结合已有的室内、室外强度、抗震承载力实验结果,为工程结构抗震性能及使用安全性的判定提供一套简便实用的方法,继而为震害预测、抗震设计、抗震加固、房屋安全鉴定等提供较客观的依据。 相似文献