硼镁铁矿的新亚种——富锡硼镁铁矿     

杨光明  潘兆橹  彭志忠 《岩石矿物学杂志》1987,6(3):229-235

富锡硼镁铁矿是硼镁铁矿的含锡亚种。它产于湖南常宁县七里坪镁质矽卡岩硼矿床中。矿物中SnO_2变化范围为4.6—12.0%,其分子式为(Mg_1.64Fe~(2+_(0.35))Mn~(2+_(0.01))(Fe~(3+_(0.55))Sn_(0.16)Mg(0.23))BO_5,这是迄今未见详细报导过的。笔者从矿物的光学物理性质、化学成分、X射线晶体学以及晶体化学等方面进行了研究。同时,与它的类似矿物在晶体学方面作了对比讨论。从以上研究中得出结论:Sn~(4+)在结构中占据Fe~(3+)的位置,并以伴随着的Mg~(2+)作电荷补偿。还提出了Sn元素在硼镁铁矿中不仅作为微量元素存在,而且可以作为造种元素存在的新见解。  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   

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   

水阳江洪峰与强降水   总被引：3，自引：1，他引：3  

吴有训  程光宇  李敬义  郑光明  包明木  李来根  潘荣山  王周青 《气象》2002,28(3):19-23

用1964－1999年水阳江水位和雨量资料，分析水阳江水位、面雨量变化规律和洪峰出现特征。结果表明，6月平均面雨量为241.5mm，7、8月平均面雨量分别为186.5mm、155.7mm。宣城出现13次超警戒水位过程；新河庄出现25次超警戒水位过程，且连续超警戒水位日数长。洪峰出现前一周为连阴雨天气，一周平均面雨量为164.5mm。季内日面雨量存在60天周期变化现象，新河庄日平均水位存在60－120天周期变化；1999年宣城日平均水位的小波分析结果为60天周期变化，与新河庄日平均水位功率谱分析结果一致。  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

1　ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅｆａｓｔＦｏｕｒｉｅｒｔｒａｎｓｆｏｒｍ (ＦＦＴ)ｔｅｃｈｎｉｑｕｅｉｓａｖｅｒｙｐｏｗｅｒｆｕｌｔｏｏｌｆｏｒｔｈｅｅｆｆｉｃｉｅｎｔｅｖａｌｕａｔｉｏｎｏｆｇｒａｖｉｔｙｆｉｅｌｄｃｏｎｖｏｌｕｔｉｏｎｉｎｔｅｇｒａｌｓ.Ｔｈａｎｋｓｔｏｔｈｅｇｏｏｄｃｏｍｐｕｔａｔｉｏｎｅｆｆｉｃｉｅｎｃｙ ,ｔｈｅＦＦＴｔｅｃｈｎｉｑｕｅ ,ｉｎｔｈｅｍｉｄ＿1 980ｓ ,ｂｅｇａｎｔｏｆｉｎｄｗｉｄｅｓｐｒｅａｄｕｓｅｉｎｇｅｏｉｄｄｅｔｅｒｍｉｎａｔｉｏｎ ,ｗｈｅｎｃｏｍｐａｒ…  相似文献   

腰盘黄间隙的CT测量及其临床价值   总被引：2，自引：1，他引：2  

杨涛  许安荣  葛锋铭  卫光明  童吉华 《CT理论与应用研究》2001,10(3):33-35

目的 评价盘黄间隙对腰椎间盘突出的诊断价值。材料与方法 回顾性分析２００例腰椎间盘ＣＴ扫描资料，记录Ｌ３－Ｓ１间盘形态及双侧黄韧带厚度、盘黄间隙的宽度，分析这些结构与盘黄间隙狭窄及其对腰神经根压迫的关系。结果１９６个间盘突出或膨出，７８处黄韧带厚度＞５ｍｍ，腰盘黄间隙（ＤＦＬＳ）为腰间盘平面位于椎管外侧份间盘与黄韧带间的间隙。１７２侧显示腰神经根鞘受压，相应盘黄间隙平均宽度为（３．６± ０．８）ｍｍ。结论 ＤＦＬＳ＆ｐｏｕｎｄ；５ｍｍ为狭窄，主要原因包括；间盘突出或膨出、黄韧带肥厚等。它可以作为腰间盘突出伴神经根压迫的可靠依据。  相似文献   

辽宁阜新排山楼金矿的⁴⁰Ar/³⁹Ar成矿年龄   总被引：10，自引：3，他引：10       下载免费PDF全文

李俊建  沈保丰  骆辉  翟安民  曹秀兰  桑海清 《地质科学》2001,36(1):107-111

排山楼大型金矿床产于辽西高级变质太古宙花岗岩-绿岩带中,受绿岩中、上部层位的基性-中酸性火山岩系和东西向韧性剪切带控制。容矿岩石主要是变质安山质-英安质火山岩类。为解决主矿体的形成时代,选取含金石英细脉浸染状矿石中的石英测定了⁴⁰Ar/³⁹Ar年龄为2105.2±10.4Ma。谱线特征为马鞍型,其底坪年龄为石英的结晶年龄。由此提出排山楼金矿的成因主要与吕梁期的东西向韧性剪切带有关。  相似文献   

边角权匹配对城市大型导线网平差结果精度影响分析     

朱继文  高光明 《测绘工程》1996,5(3):50-54

通过某工业城市大型一级导线网观测成果的限差检验、观测数据处理，探讨导线网平差时、，边、角验权的合理选择和匹配，及其对平差结果的精度影响，从中得出一些认识和有益的经验。  相似文献