关于21世纪初期加快西北地区发展的若干建议

为了响应江泽民总书记提出的“要把加快大西北开发作为一个重大战略问题来实施”的号召,中国科学院地学部于1999年4月组成西北地区可持续发展研究组,组织10余位院士、专家在有关部门历年大量工作的基础上,综合分析已有的资料,对西北地区发展的相关问题进行了深入研讨,形成了“关于21世纪初期加快西北地区发展的若干建议”咨询报告。该建议可供有关部门在制定“十五”计划和2015年长期规划时参考,现全文刊出以飨读者。     

四川铜街子绿鳞石研究

本文利用X射线衍射仪、扫描电子显微镜等手段,研究了取自四川省铜街子某地凝灰岩和火山碎屑岩浅沼湖相堆积物夹层中的绿鳞石。对该矿物的化学组成进行的研究表明,它是一种比较典型的低镁型绿鳞石。     

GDS-1000宽频带通用流动数字地震观测系统

GDS-1000宽频带通用流动数字地震观测系统主要用于大陆岩石层的人工及天然地震台阵研究、强震观测以及余震观测台网的临时布设。其主要技术指标为:动态范围120dB,前放增益1,16,128倍可调,高端频率6.25,25,45Hz可调,采样率25,100,200Hz可调,1MB固态数据存储器借助地震数据的压缩软件可以存储3MB以上的数据,工作温度范围-10-45℃,功耗小于3W。定时接受的BPM无线电授时信号可保证记录系统时钟校正误差小于10ms。其智能化地震触发系统可处于下列模态:近震触发,远震触发,近震和远震触发,任意地面运动信号触发,以及手动触发和定时触发。DSR-1000数字地震数据回收系统用于GDS-1000的参数预置、地震事件数据的转储和地震图的现场绘制。该系统在野外试验期间已取得大量近震、远震及核爆炸记录。     

Notes on Extended-Range Atmospheric Prediction in the Northern Hemisphere Winter

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Field investigation on severely damaged aseismic buildings in 2014 Ludian earthquake

The 2014 magnitude 6.5 Ludian earthquake caused a death toll of 617, many landslides and tens of thousands of collapsed buildings. A field investigation to evaluate the damage to buildings was carried out immediately after the occurrence of the earthquake. Severely damaged aseismic buildings, which were basically observed in the downtown of Longtoushan Town, were carefully examined one by one with the aim to improve design codes. This paper summarizes the damage observed to the investigated aseismic buildings in both the structural and local levels. A common failure mode was observed that most of the aseismic buildings, such as RC frame structures and confined masonry structures, were similarly destroyed by severe damage or complete collapse of the first story. The related strong ground motion, which was recorded at the nearby station, had a short duration of less than 20 s but a very large PGA up to 1.0 g. The RC frames based on the new design codes still failed to achieve the design target for "strong column, weak beam". Typical local failure details, which were related to the interaction between RC columns and infill walls and between constructional columns and masonry walls, are summarized with preliminary analyses.     

东海陆架盆地丽水凹陷丽水36-1构造上古新统物源分析

丽水36-1构造位于东海陆架盆地(台北坳陷)丽水西次凹的中东部，该凹陷属新生代断陷型盆地，呈北东向展布，上古新统灵峰组和明月峰组是主要目的层段。根据该构造已钻3口井进行系统沉积学和测井相研究，上古新统物源主要来自凹陷西部的闽浙隆起带和中部的灵峰凸起带，可能还有北部的雁荡凸起带。不同的物源区通过断层的活动和海平面的升降等控制着沉积体系的发育和展布。在凹陷下陷兴盛和海平面快速上升期，灵峰凸起带物源经过边缘大断层在其西侧形成扇三角洲，进一步向凹陷中心推进形成深水浊积扇和浅海沉积；闽浙隆起带物源可能沿着不同的入口在凹陷西斜坡形成扇三角洲，它们也可进一步向凹陷深处推进形成深水浊积扇体。根据油气聚集规律和物源分析，形成于凹陷深水区的浊积扇沉积和斜坡带的扇三角洲前缘沉积，具有良好的生储盖组合，是有利的勘探目标。     

地震动幅值沿深度变化研究

以美国加州强震观测计划(CSMIP)的6个土工台阵和日本Hosokura矿台阵为研究对象, 以323组三分量地表和地下地震动峰值数据为基础, 按照台阵场地的软硬和土层分布, 将其分为基岩、 土层和ldquo;土层/基岩rdquo;台阵. 对于同一类台阵记录的所有地震, 分别按照震级和地表地震动峰值的大小将其分类. 对于同一类台阵的各类地震, 分别对加速度、 速度和位移峰值沿深度的变化进行统计分析, 得到沿深度变化的峰值比, 并且用非线性最小平方法, 采用指数衰减模型, 对峰值比沿深度变化曲线进行拟合. 通过对各类场地的各类地震的分析, 得到了地震动峰值沿深度变化的初步规律.      

A Finite Element Method for Cracked Components of Structures

1 .IntroductionOffshoreplatformsarelargescalesteelorconcretestructures.Theyexperiencevariouskindsofdamagessuchasdents ,corrosionpits ,cracks ,deformation ,etc .,afteryearsofenvironmentalimpactofwinds ,waves ,currents ,soilreactions ,earthquakesandice (DuanandLiu ,1 995) .Thesafetyofthestructureshasalwaysbeenthemostimportantissueconcerned ,anditdependsontheassessmentoftheintegrityofthestructures,orspecificallyontheassessmentofthedamagesinthestructures .Riclesetal.( 1 994)experimentallyinvestig…     

Structural Styles of Longmen Mountain Thrust Belt,SW China

Through field geological investigation and seismic interpretation of the Longmen (龙门) Mountain thrust belt, we summarized the following structural styles: thrust belt, fault-related fold (fault bend fold, fault propagation fold, and fault decollement fold), pop-up, triangle zone, duplex, superimposed fold, ductile deformation structures, reverse thrust fault, klippe, decollement structure,etc.. These structural styles have evident distribution characteristics; they had zonation and segmentation in plane. Th...