浙江冰雹天气与边界层辐合的关系   总被引：1，自引：1，他引：1       下载免费PDF全文

俞樟孝  吴仁广  翟国庆 《大气科学》1985,9(3):268-275

通过七次冰雹天气过程的分析,发现浙江地区大范围降雹过程之前,对流层中下层并不一定有大尺度辐合和上升运动,而是与边界层辐合却有着十分密切的关系.降雹前,边界层中都有辐合线存在,与此相应,有较强的质量和水汽通量辐合.无辐合线,则无大范围的冰雹天气发生.冰雹区的水汽通量散度垂直分布有明显特点,水汽辐合多集中于边界层内,辐合最大值在950百帕附近,850百帕以上辐合很小,甚至是辐散.还发现边界层辐合的强度与冷锋位置有关.  相似文献   

北京房山花岗闪长岩体及其附近现今应力状态分析          下载免费PDF全文

梁海庆  翟青山  李方全 《地震地质》1987,9(4):32

由本区实测原地应力资料分析认为,总体呈北东走向的八宝山、黄庄-高丽营断裂带总体活动性质为顺时针扭动。断裂带不同地段的实测应力状态各具的特征,不同于京津唐地区实测主压应力的主导方向。运用弹性理论的应力叠加原理计算出断层附近的附加应力状态,则显示了总体呈北东走向的断裂带存在张性反扭活动分量,大灰厂和牛口峪地段断层也存在同样特征。认为自唐山大震后,本区应力状态仍处于调整阶段。测得的较深部位的应力状态也似乎受到了构造活动的影响  相似文献   

地壳内岩石的化学组成与地震成因之间关系的探讨   总被引：1，自引：0，他引：1       下载免费PDF全文

翟文杰 《地震工程学报》1987,9(2):6-15

本文从岩石的物理化学性质方面讨论了地壳内含量较少的基性、超基性岩对地震孕育的作用,通过理论上的探讨并与实际情况对比,分析了各类岩石的粘度特性,建立了一个确定构造运动粘滑或蠕滑的地面参考指标。  相似文献   

应用~(40)Ar/~(39)Ar定年技术研究清原花岗岩-绿岩地体的形成时代   总被引：8，自引：1，他引：8  

王松山  胡世玲  翟明国  桑海清  裘冀 《岩石学报》1987,3(4)

辽宁清原绿岩地层自下而上分为榆树底组、红透山组和南天门组。小莱河铁矿区榆树底组斜长角闪岩岩石化学性质和稀土元素分布曲线表明,该岩石的原岩属太古代亏损型(DAT)拉斑玄武岩。此斜长角闪岩中的角闪石的两个~(40)Ar/~(39)Ar年龄谱给出该岩石的变质作用发生在29.9亿年。清原绿岩地层形成时代可能在30亿年或稍早一些。全球范围绿岩地层的年龄是35—19亿年,峰值是27亿年.清原绿岩地层的早期形成年龄则大于全球绿岩的峰值年龄。  相似文献   

关于成矿系列的结构   总被引：6，自引：1，他引：6  

翟裕生  熊永良 《地球科学》1987,(4)

成矿系列是一个自然系统,它由若干矿床成因类型组成。各矿床类型间的时空结构关系表现为各类型间的“共生性”、“过渡性”和“重叠性”;其物质结构关系表现为“互补性”.本文按系统论观点,分析了上述结构,提出长江中下游铁铜成矿系列的新模式,并指出研究成矿系列的结构对预测矿产的重要意义.  相似文献   

我国下寒武统黑色岩系的矿产类型   总被引：9，自引：0，他引：9  

唐红松  徐文杰  谢世业  王寿成 《矿产与地质》2005,19(4):341-344

在对湘黔桂地区下寒武统黑色岩系矿产资源实地调查的基础上,首次较系统地对我国南方下寒武统黑色岩系中具有经济价值矿产类型的地质特征、相互间的层位关系及富集区域进行了总结,并指出了找矿方向.  相似文献   

南阳膨胀土抗剪强度的现场剪切试验研究     

黄志全  闫文杰  王玲玲  姜彤 《水文地质工程地质》2005,32(5):64-68

膨胀土的抗剪强度是膨胀土地区路基、边坡设计的重要依据,其参数选取一直是膨胀土研究领域的重要课题。结合南阳地区膨胀土的抗剪强度研究,对其现场剪切试验的试样制备及试验方法进行探讨,提出了膨胀土抗剪强度的修改计算公式。通过反算证明,文中的现场剪切试验方法及抗剪强度的计算公式是合理的。  相似文献   

Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions   总被引：2，自引：1，他引：2  

翟长海  李爽  谢礼立  孙亚民 《地震工程与工程振动(英文版)》2007,6(4):351-355

In displacement-based seismic design, inelastic displacement ratio spectra (IDRS) are particularly useful for estimating the maximum lateral inelastic displacement demand of a nonlinear SDOF system from the maximum elastic displacement demand of its counterpart linear elastic SDOF system. In this study, the characteristics of IDRS for near-fault pulse-type ground motions are investigated based on a great number of earthquake ground motions. The in? uence of site conditions, ratio of peak ground velocity (PGV) to peak ground acceleration (PGA), the PGV, and the maximum incremental velocity (MIV) on IDRS are also evaluated. The results indicate that the effect of near-fault ground motions on IDRS are signifi cant only at periods between 0.2 s - 1.5 s, where the amplifi cation can approach 20%. The PGV/PGA ratio has the most signifi cant in? uence on IDRS among the parameters considered. It is also found that site conditions only slightly affect the IDRS.  相似文献   

A new approach of selecting real input ground motions for seismic design: The most unfavourable real seismic design ground motions     

Chang‐Hai Zhai  Li‐Li Xie 《地震工程与结构动力学》2007,36(8):1009-1027

This paper presents a new way of selecting real input ground motions for seismic design and analysis of structures based on a comprehensive method for estimating the damage potential of ground motions, which takes into consideration of various ground motion parameters and structural seismic damage criteria in terms of strength, deformation, hysteretic energy and dual damage of Park & Ang damage index. The proposed comprehensive method fully involves the effects of the intensity, frequency content and duration of ground motions and the dynamic characteristics of structures. Then, the concept of the most unfavourable real seismic design ground motion is introduced. Based on the concept, the most unfavourable real seismic design ground motions for rock, stiff soil, medium soil and soft soil site conditions are selected in terms of three typical period ranges of structures. The selected real strong motion records are suitable for seismic analysis of important structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake, as they can cause the greatest damage to structures and thereby result in the highest damage potential from an extended real ground motion database for a given site. In addition, this paper also presents the real input design ground motions with medium damage potential, which can be used for the seismic analysis of structures located at the area with low and moderate seismicity. The most unfavourable real seismic design ground motions are verified by analysing the seismic response of structures. It is concluded that the most unfavourable real seismic design ground motion approach can select the real ground motions that can result in the highest damage potential for a given structure and site condition, and the real ground motions can be mainly used for structures whose failure or collapse will be avoided at a higher level of confidence during the strong earthquake. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

ON THE EVALUATION OF DEFLECTIONS OF THE VERTICAL USING FFT TECHNIQUE     

HUANG Motao ZHAI Guojun GUAN Zheng OUYANG Yongzhong 《地球空间信息科学学报》2001,4(1):5-13

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