读者沙龙

时光飞逝,2011年来到。我发现《地球》杂志有了很多可喜的变化：栏目多样了．内容丰富多彩了。图片更漂亮了．文章思想更深刻了,文笔更犀利了。可读性更强了……我很喜欢“地学讲堂”的文章．写出了地学上的许多知识．非常有趣味性。     

天津测震台网综合管理系统的设计与实现

介绍了天津市测震台网综合管理系统开发的背景,分析了系统的架构与设计方案,并对各功能模块进行了详细的描述,同时就软件开发过程中遇到的问题给予了解决方案,阐述了该系统的实现过程并将其加以应用,实际应用表明该系统提高了工作效率,达到了预期目标.     

考虑刚度及边界条件的短索索力求解与试验研究

建立了一个非齐次边界拉索力学模型,基于拉索线性振动理论,推导了考虑拉索抗弯刚度及边界条件的拉索频率方程;根据双曲函数的数理特性对频率方程进行了合理简化,得到了实用的频率简化方程,提出了逆过程求解索力的方法和步骤,并探讨了不同支承刚度对索力的影响。设计了室内拉索试验模型并进行了27种工况索力试验,比较了不同工况下的计算索力与实际索力,验证了本文提出的频率简化方程和逆过程求解方法的实用可靠性。     

基于地震易损性的框架结构的优化方法

给出了一种框架结构地震易损性优化的准则算法．根据优化准则构造了一种修改设计变量的格式,提出了设计方案可行性调整的方法并推导了计算公式,给出了优化算法的计算步骤,并通过一个算例阐述了这种算法的应用。     

大庆油田地震应急预案情景分析

建立了大庆油田地震应急预案情景分析模型,着重分析了大庆油田重要建筑物和特殊结构的分布和危险性,模拟了生命线工程、生产系统受损及次生灾害引发的灾害场景,并对灾害损失状况进行了情景模拟。在GIS平台上可视化表达了地震应急预案的实施效果,展示了地震应急预案实施的情景,检验了预案的可行性。     

背后山古滑坡对汉源老县城震害的影响

通过对背后山地形地貌、地层岩性、地质构造等进行了野外考察,揭示了背后山发育的古滑坡,圈定了古滑坡周界,分析了汶川地震对背后山古滑坡的影响.利用有限元软件ADINA估算了背后山古滑坡的卓越周期,并与汉源老县城附近的强震记录的卓越周期进行了对比,发现可能出现了共振现象.最后探讨了背后山古滑坡对汉源老县城建筑物震害的影响.     

地震的综合观测与综合分析预报

综述了地震综合观测与综合分析预报的工作概况,首先对日、苏、美、中等四国的这方面状况进行了回顾,并列表作了比较,继而论述了地震预报的探索与实用化问题,文章最后作了某些分析并提出了今后的展望。     

生命线工程系统抗震可靠度算法复杂性及简化原则

研究了生命线工程系统抗震可靠度常规算法的适用性，定义了算法的时间复杂性和结构复杂性，分析了使可行算法失效的原因，给出了回路分解公式，提出了优先降低结构复杂性的简化原则。     

多道直流电测仪配套设备研制与应用

介绍了多道直流电测仪的配套设备，研制了电极—电缆查线器，解决了以往检测电极—电缆线的低效和不准确的弱点；完成了野外使用的高压供电装置，并改进了电极棒。     

基于ArcView9.0的城市震害预测及应急对策信息系统研究

介绍了城市防震减灾信息系统基本的构成及功能,并针对国内研发中存在的不足从四个方面进行了完善,即增加了地震预警级别判定功能,丰富了地震信息的录入方式,改进了城市群体建筑物震害预测的计算模型,引入了应急对策模块并利用G IS的可视化功能加以表现。在此基础上研发了基于ArcV iew9.0的城市震害预测及应急对策信息系统,并以山西运城市城区的实际数据进行了系统演示。     

西北地区典型遗址土动模量与阻尼比特性试验研究

通过室内动三轴试验,研究了西北地区遗址土体的动本构关系,得到了模型参数,分析了遗址土体的动剪模量比和阻尼比的特性,并通过归一化处理得出模型参数,结果表明:遗址土体符合Hardin-Dinevich双曲线模型,其相关系数均大于0.991 7,模型参数a、b与土样密度不存在相关性;在相同荷载下,密度越大,动应变和动残余应变越小,其中陕西定边陡沟子明长城墙体土承受动荷载能力下降较快,而草滩段秦长城墙体、瞭望台台基处初始弹性模量和初始剪切模量较小,三处土体硬度较小,易于遭受病害侵蚀破坏,需进行重点加固维护;遗址墙体所建窑洞处土体强度和硬度明显大于长城墙体,动弹性模量和动剪切模量约为其墙体2倍。草滩段瞭望台土体强度和硬度明显大于同地区长城墙体;遗址土体的动剪切模量G/G0随着动剪应变γd的增加而减小,且密度越大,衰减速度越快,阻尼比D随着动剪应变γd的增长,呈现先缓慢增加-急剧增加-缓慢增加的过程,且密度越大,阻尼比越大。按建造年代、建造形制和用途划分、所处地区对典型遗址进行动力特性的对比分析,为今后土遗址加固保护提供理论基础和参考依据。     

汶川地震甘肃灾区恢复重建的实践与启示

今年是汶川地震十周年,2018年汶川特大地震给我国四川、甘肃等地区造成了巨大的灾难与伤痛,留下了宝贵的经验和教训,并给人以深刻警示。在灾后重建中结合受灾特点和当地经济发展现状,如何科学制订重建规划体系、创新重建模式和管理机制、加快重建速度,是高质量完成重建任务、大力改善民生、实现经济恢复振兴、促进社会和谐稳定的根本保证。同时,在重建中科学考虑潜在的地震灾害风险,最大限度地减少和避免地震灾害损失,采取务实可行的防震减灾对策也极为重要。本文概述十年前汶川特大地震对甘肃省造成的震害情况,基于甘肃灾区恢复重建的工作实践,阐明了甘肃灾区的重建原则和规划体系特点,从创新思想认识、强化社会管理、完善扶持政策、突出重建重点、提升基础能力、防范灾害风险等方面,分析总结灾后重建的主要措施与取得的成效,深刻反映了国家和地方政府在坚持科学执政、民主执政、依法执政、建设人民满意的服务型政府所取得的进步,也可为未来应对大震巨灾和各种自然灾害发生的重建工作提供重要的经验启示。     

Exploration and Research of Deep Crustal Structures in the Zhangzhou Basin and Its Vicinity

INTRODUCTIONThe Zhangzhou basinislocated onthe southeast coast of Fujian Province .Interms of geotectonicunits ,it lies in the east Fujian volcanic fault-depression zone between the Wuyi-Daiyun mountainupheaval zone and depression zone of Taiwan Straits of the south China block. In terms ofseismotectonics ,it islocatedinthe middle sectionof the southeasterncoastal seismic zone .In history,the area was influenced by repeated destructive earthquakes , and the seismic activity was closely…     

主余震作用下山地掉层框架结构的易损性分析

一次强震过后通常伴有多次余震发生,由于主震和其后续余震之间的间隔时间较短,使得主震损伤结构未能得到及时修复而进一步遭受余震作用,产生“二次损伤”。山地结构的受力性能与普通结构有显著差别。参考我国现行规范设计了具有代表性的3个不同掉层数与掉跨数的山地掉层框架结构及1个普通平地框架结构,采用增量动力分析方法,以Park-Ang损伤指数作为结构响应参数DM,以PGA作为地震动强度参数IM,给出了掉层结构以及平地结构在主余震作用下的易损性曲线,对比分析了掉层结构与平地结构的易损性,研究了余震对各结构易损性的附加影响。基于抗倒塌储备系数(CMR)评价了结构的抗倒塌能力,比较了各结构的抗震倒塌安全储备。结果表明:余震会提高结构的超越概率,且随着余震强度的提高,超越概率越大;掉层结构的超越概率更高,且掉层数与掉跨数对结构地震易损性的影响较大;与平地结构相比,山地掉层结构抗倒塌储备系数较小,抗倒塌安全储备较低。对于掉层结构,掉跨数与掉层数的增加均会降低结构的抗倒塌安全储备,且掉层数对CMR的影响更大。     

Some aspects of the monsoon circulation and monsoon rainfall

Summary The south Asian summer monsoon from June to September accounts for the greater part of the annual rainfall over most of India and southeast Asia. The evolution of the summer and winter monsoon circulations over India is examined on the basis of the surface and upper air data of stations across India. The salient features of the seasonal reversals of temperature and pressure gradients and winds and the seasonal and synoptic fluctuations of atmospheric humidity are discussed. The space-time variations of rainfall are considered with the help of climatic pentad rainfall charts and diagrams. The rainfall of several north and central Indian stations shows a minimum around mid-August and a maximum around mid-February which seem to be connected with the extreme summer and winter positions of the ITCZ and the associated north-south shifts in the seasonal circulation patterns. Attention is drawn to the characteristic features of the monsoon rainfall that emerge from a study of daily and hourly rainfall of selected stations. Diurnal variations of temperature, pressure, wind and rainfall over the monsoon belt are briefly treated.     

Analysis of the thickness of a fresh water lens and of the transition zone between this lens and upwelling saline water

In regions with saline groundwater, fresh water lenses may develop due to rainwater infiltration. The amount of fresh water that is available for e.g. agricultural crops depends on the thickness of the lens and the extent of mixing between fresh and saline water. In this paper, we consider the mixing of fresh water and upward moving saline ground water in low-lying deltaic areas. The parameters that dominate the flow and transport problem are investigated using dimensionless groups and scaled sensitivities. We characterize the numerically simulated thicknesses of the lens and of the mixing zone by spatial moments. Rayleigh number and mass flux ratio, which is the ratio of the salt water seepage and the precipitation, determine the thickness of the fresh water lens. The local thickness of the mixing zone is mainly influenced by the dispersive/diffusive groups and the mass flux ratio. In addition, convergence of streamlines towards an outflow boundary affects the thickness, particularly in the vicinity of this boundary.Analytical and numerical steady state solutions for lens thickness are compared, taking into account upward seepage, for the two cases with and without a density difference between lens and underlying groundwater. Agreement between the numerical and analytical solutions for the lens thickness is good except when the mass flux ratio becomes small. For zero mass flux ratio, it is implicitly assumed in the analytical solution that salt water is stagnant, and that is unrealistic. Relative contributions of longitudinal and transversal hydrodynamic dispersion and diffusion to the thickness of the mixing zone are quantified numerically for different phases of lens formation. Longitudinal dispersion dominates in the early stages of lens formation, while diffusion and transversal dispersion dominate at steady state.     

Nonequilibrium flow in volcanic conduits and application to the eruptions of Mt. St. Helens on May 18, 1980, and Vesuvius in AD 79

A steady-state, one-dimensional, and nonhomogeneous two-phase flow model was developed for the prediction of local flow properties in volcanic conduits. The model incorporates the effects of relative velocity between the phases and for the variable magma viscosity. The resulting set of nonlinear differential equations was solved by a stiff numerical solver and the results were verified with the results of basaltic fissure eruptions obtained by a homogeneous two-phase flow model, before applying the model to the eruptions of Mt. St. Helens and Vesuvius volcanoes. This verification, and a study of the sensitivity of several modeling parameters, proved effective in establishing the confidence in the predicted nonequilibrium results of flow distribution in the conduits when the mass flow rate is critical or maximum. The application of the model to the plinian eruptions of Mt. St. Helens on May 18, 1980, and Vesuvius in AD 79, demonstrates the sensitivity of the magma discharge rate and distributions of pressure, volumetric fraction, and velocities of phases, on the hydrous magma viscosity feeding the volcanic conduits. Larger magma viscosities produce smaller mass discharge rates (or greater conduit diameters), smaller exit pressures, larger disequilibrium between the phases, and larger difference between the local lithostatic and fluid pressures in the conduit. This large pressure difference occurs when magma fragments and may cause a rupture of the conduit wall rocks, producing a closure of the conduit and cessation of the volcanic eruption, or water pouring into the conduit from underground aquifers leading to phreatomagmatic explosions. The motion of the magma fragmentation zone along a conduit during an eruption can be caused by the varying viscosity of magma feeding the volcanic conduit and may cause intermittent phreatomagmatic explosions during the plinian phases as different underground aquifers are activated at different depths. The variation of magma viscosity during the eruptions of Mt. St. Helens in 1980 and Vesuvius in AD 79 is normally associated with the tapping of magmas from different depths of the magma chambers. This variation of viscosity, which can include different crystal and dissolved water contents, can also produce conduit wall erosion, the onset and collapse of volcanic columns above the vent, and the onset and cessation of pyroclastic flows and surges.     

塔里木盆地南部上地幔各向异性研究

塔里木南缘位于塔里木块体同青藏高原碰撞的前缘,是认识青藏高原同周围块体相互作用的重要位置.横波分裂方法可以获得岩石圈及软流圈地幔的介质各向异性特征,进而探讨岩石圈变形和地幔流动.本文利用横波分裂方法对中国科学院地质与地球物理研究所、北京大学和南方科技大学联合布设在塔里木盆地南部的8个宽频带流动地震台站记录的SKS和SKKS震相进行分析,获得了塔里木盆地南部上地幔各向异性参数.分析结果显示,研究区快波偏振方向总体比较一致呈近东西向,但存在盆地边缘到盆地内部变化,而慢波延迟时间分布在0.3~1.5 s,差异较大.综合前人对青藏高原北缘和阿尔金断裂周边的横波分裂研究结果,研究区内大部分地区地幔流动方向和绝对板块运动方向保持一致,推测青藏高原北缘同塔里木盆地接触带,青藏高原北缘软流圈南东东向流动对塔里木块体下方地幔流动造成扰动,随着深入到塔里木块体内部,干扰越来越弱;同时青藏高原北部软流圈物质可能对塔里木盆地岩石圈产生影响,随着地幔软流圈物质持续向北运动逐渐冷却,对盆地内部岩石圈的影响程度减弱.     

饱和砂岩滞弹性弛豫衰减机理的探索

本文采用从法国引进的Metravib热机械分析仪用正弦波加载方式,首次对四种不同孔隙度的饱和砂岩的衰减进行了实验研究,在5~400 Hz的频率,-50 ℃~100 ℃的温度范围获得衰减的热弛豫规律,由此求得它们的激活能和原子振动频率,其激活能和弛豫时间是处在原子和电子的激活能和弛豫时间之间.可见,在饱和岩石的晶粒间界缺陷处参与扩散的是原子、电子.并得出随孔隙度增大,衰减强度和激活能增大,原子的振动速率加快,弛豫时间缩短.在交变应力作用下,由多种矿物晶体胶结而成的饱和砂岩是一种多晶、多相的固体,由于内部结构复杂,损伤、缺陷广布,弛豫衰减是普遍存在的.饱和砂岩中存在的晶界、相界等许多缺陷,以及缺陷间的相互作用,比如饱和岩石中的饱和液体与岩石骨架之间的作用等等都可以产生弛豫衰减峰,弛豫过程还受晶界上原子扩散所控制.由于饱和岩石中的种种缺陷、相界等等导致上述矿物颗粒或晶界之间的多重弛豫,才使弛豫衰减峰变宽,分布宽度增大.用饱和砂岩中特有的饱和液体及砂岩内部结构的复杂性解释了饱和砂岩的衰减机理,很自然地将其宏观衰减特征与微细观结构紧紧联在一起.衰减及其机理的研究既具有科学意义,对地球物理勘探又具有实用价值.     

T形钢管混凝土柱与钢梁外伸端板连接节点抗震性能试验研究

本文对3个T形钢管混凝土柱与钢梁外伸端板连接节点进行了低周反复荷载作用下的试验研究及分析,研究外伸端板连接节点破坏形式及抗震性能。分析结果表明:该类节点的强度主要取决于高强螺栓的强度及外伸端板的强度和刚度,高强螺栓强度和外伸端板厚度的不同直接影响节点的性能;该类节点具有较好的耗能性能,强度较高。这些研究结果对外伸端板连接节点的研究和应用提供了一定的理论基础。