964 resultados para Shaanxi earthquake


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Numerous studies on the rigid rocking block have generated a wealth of knowledge about rocking behavior. However, evaluation of more complex rocking systems requires the derivation and solution of complicated equations of motion. This paper investigates the possibility of a unified description of several rocking systems through investigation of rocking mechanisms which describe the masonry wall and the masonry arch. Effective rocking parameters are derived for each of these structures, and the similarity of the rocking behavior is discussed. The error of the proposed approximation, which defines the limitations for this approach, is quantified for the example structures considered. Where appropriate, a unified description of rocking would allow the use of rocking spectra, which would be useful to readily predict the response of a wide array of rocking structures.

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Underground structures constitute crucial components of the transportation networks. Considering their significance for modern societies, their proper seismic design is of great importance. However, this design may become very tricky, accounting of the lack of knowledge regarding their seismic behavior. Several issues that are significantly affecting this behavior (i.e. earth pressures on the structure, seismic shear stresses around the structure, complex deformation modes for rectangular structures during shaking etc.) are still open. The problem is wider for the non-circular (i.e. rectangular) structures, were the soilstructure interaction effects are expected to be maximized. The paper presents representative experimental results from a test case of a series of dynamic centrifuge tests that were performed on rectangular tunnels embedded in dry sand. The tests were carried out at the centrifuge facility of the University of Cambridge, within the Transnational Task of the SERIES EU research program. The presented test case is also numerically simulated and studied. Preliminary full dynamic time history analyses of the coupled soil-tunnel system are performed, using ABAQUS. Soil non-linearity and soil-structure interaction are modeled, following relevant specifications for underground structures and tunnels. Numerical predictions are compared to experimental results and discussed. Based on this comprehensive experimental and numerical study, the seismic behavior of rectangular embedded structures is better understood and modeled, consisting an important step in the development of appropriate specifications for the seismic design of rectangular shallow tunnels.

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A macro matrix solid-phase dispersion (MSPD) method was developed to extract 266 pesticides from apple juice samples prior to gas chromatography-mass selective detection (GC-MSD) determination. A 10 g samples was mixed with 20 g diatomaceous earth. The mixture was transferred into a glass column. Pesticide residues were leached with a 160 mL hexane-dichloromethane (1:1) at 5 mL/min. Two hundred and sixty-six pesticides were divided into three groups and detected by GC-MSD under selective ion monitoring. The proposed method takes advantage of both liquid-liquid extraction and conventional MSPD methods. Application was illustrated by the analysis of 236 apple juice samples produced in Shaanxi province China mainland this year. (C) 2004 Elsevier B.V. All rights reserved.

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This paper introduces the problem of passive control of a chain of N identical masses in which there is an identical passive connection between neighbouring masses and a similar connection to a movable point. The problem arises in the design of multi-storey buildings which are subjected to earthquake disturbances, but applies in other situations, for example vehicle platoons. The paper will study the scalar transfer functions from the disturbance to a given intermass displacement. It will be shown that these transfer functions can be conveniently represented in the form of complex iterative maps and that these maps provide a method to establish boundedness in N of the H ∞-norm of these transfer functions for certain choices of interconnection impedance. © 2013 IEEE.

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为探明碎石存在于田间土壤中如何改变土壤水分运移通道、影响土壤水分运动,揭示田间含碎石土壤水分运动的复杂过程,采用便携式针头降雨器在铜川崾岘梁修建的临时小区进行模拟降雨实验,测定含碎石浅层土体的入渗和水分再分布过程,采用土壤水分运动通量法计算浅层土体不同深度各截面面积的水量在雨后不同时间段的变化,分析含碎石土壤再分布特征及碎石含量对浅层土体入渗和水分再分布的影响。结果表明:碎石有利于田间浅层土壤入渗和蓄存;室内较田间测定的含碎石土壤入渗率小一个数量级以上;降雨后较短时段,碎石含量相对高的林地小区的浅层土体水分在降雨停止后呈增加趋势,表现了蓄水过程,碎石含量较低的撂荒地则表现了释水过程;降雨后较长时段,多数小区浅层土体(0-30 cm)水量变化呈现了"排水-存储交换-排水"过程,少数小区仅呈现了"排水"过程;雨后16 h左右的土体各截面面积的水量与碎石含量呈现了以直线y=0.4873为轴对称的递增和递减的指数为1/2的幂函数关系,说明碎石对黄土区典型土石区土体水分运动具有促进和阻滞双面影响。本文的研究结果可为含碎石土壤的水分利用及水分循环提供参考。

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通过对陕西省土壤侵蚀的定量评估,探索省域尺度上土壤侵蚀定量评价制图方法,以期为第四次全国土壤侵蚀普查提供技术支撑。利用陕西省日降雨数据、土壤类型图、土地利用图、DEM、植被覆盖图,选择CSLE模型,在ArcGIS平台上计算研究区2006年土壤侵蚀量,并与水利部标准评价结果进行对比分析。探索了坡度坡长变换对土壤侵蚀的影响。定量化的评价结果能较好的反映气候、土壤及水保措施对土壤侵蚀的影响,比水利部标准评价结果更能反映实际侵蚀。坡度坡长变换后对土壤侵蚀有明显影响。在GIS支持下,通过土壤侵蚀模型进行定量评价,可高效、客观反映土壤侵蚀情况及其主要影响因子,对区域治理和有关决策有极其重要参考价值。为了准确真实的反映土壤侵蚀程度,必须进行坡度坡长变换。

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根据米脂县1990—2007年粮食生产的相关数据,对该县耕地、人口和粮食生产动态变化以及粮食总产与其影响因素进行了灰色关联度分析。结果表明,退耕还林还草工程是耕地总面积迅速减少的主要原因;提高粮食单产保障粮食总产是实现粮食安全的最关键因子;持续增长的人口造成耕地的承载压力越来越大,并对该区实现粮食安全提出了更大的挑战。最后,根据分析结果提出了增加科技投入,提高单产,保护耕地,挖掘耕地潜力等措施以保障该区域的粮食安全,为政府部门制定相关粮食安全政策提供科学的理论依据。

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"农业生态经济系统耦合"的研究与实践对于实现农业产业与资源相一致,建立持续、高效的农业生态经济系统具有重要的意义。耦合度可以阐明农业经济系统与农业生态系统互动关系,判定农业生态经济系统耦合态势。在分析陕西省纸坊沟流域农业生态经济系统耦合关系的基础上,参照系统科学等理论及相关研究结果建立了农业经济系统与农业生态系统耦合度模型,并计算和分析了该流域70a来的耦合度。结果表明,农业生态经济系统的耦合过程可以划分为4个阶段:Ⅰ.经济系统依赖生态资源进行原始化农业生产阶段;Ⅱ.农业生产掠夺式利用生态资源,生态系统供给能力不断减少阶段;Ⅲ.农业经济系统与生态系统协调化发展阶段;Ⅳ.降低农业发展速度,促使生态系统重建阶段。纸坊沟流域从1938~2008年先后经历了第Ⅰ阶段、第Ⅱ阶段和第Ⅲ阶段。目前处于第Ⅲ阶段,但在"系统发展"过程中已潜伏了越来越大的危机,到2018年系统耦合突破"协调"界限,"相悖态势"将明显表现出来。为此,纸坊沟流域必须调整产业布局,发展草畜产业,进行产业升级,优化产业结构,实现农业生态经济系统协调、持续发展。

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利用400Gy 60Co γ射线处理87070谷子品系干种子,选育出辐谷7号新品种。该品种具有株型紧凑、茎秆矮、高产抗旱优质并且适应种植地区广等特点。2002年2月通过陕西省农作物品种审定委员会审定,截止2008年在黄土高原地区累计推广10.8万hm2。

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紫花苜蓿是水蚀风蚀交错带重要的人工种植牧草,具有较强的耐寒、耐旱性。自然条件下的模拟土柱试验在陕北神木试验站进行,采用抑制蒸腾法定量分析了水蚀风蚀交错带土壤-苜蓿系统水流阻力、水容等瞬态水流参数变化过程。结果表明:不同生育期内瞬态水流阻力及水容有明显差异:开花旺盛期平均水流阻力最小0.22×108Mpa.s.m-3,约为干枯老化期的1/9;平均水容最大5.38×10-4m3/Mpa;是现蕾期的4倍多。该研究结果有助于揭示紫花苜蓿体内水分调节作用及抗旱机制,对干旱半干旱地区植被恢复有重要指导意义。

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以陕西省吴起县为例,在实地调查的基础上,通过对退耕还林(草)工程实施后农村就业结构变化、基本农田种植结构及种植方式的改变、后续产业的发展与农民收入和农村经济进行相关性分析及灰色关联度分析,结果表明:非农行业就业人数占总人数的比例、农业中间物质消耗以及作为后续产业代表的肉类产量四个驱动因素对农村经济总收入提高的相对贡献率分别为:33.64%,32.17%,34.19%。对农民年收入提高的相对贡献率分别达到了33.30%,33.24%,33.46%。退耕还林(草)工程对农村经济的发展起到了巨大的驱动作用。

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为了确定合理环保的耕作制度,2007~2008安塞田间定位试验黄土丘陵旱作农区大豆(Glycine maxL)、玉米(Zea maysL)、红小豆(Semen Phaseoli)、马铃薯(Solanum tuberosumLinn.)在翻耕化肥(CF)、翻耕有机肥(CM)、翻耕无肥(CN)、免耕化肥(NF)、免耕有机肥(NM)、免耕无肥(NN)等水平下的农田土壤脲酶、蔗糖酶活性。结果表明:在作物花期,大豆、玉米土壤脲酶活性较高,蔗糖酶活性较低,而红小豆、马铃薯则与之相反,差异极显著。到作物收获后,玉米土壤脲酶、蔗糖酶活性增高,增幅在83%以上,而马铃薯、红小豆、大豆三种作物土壤脲酶活性降低,降幅在10%以上,蔗糖酶活性增强,增幅在40%以上。从花期到收获后,免耕降低了土壤脲酶活性,提高了土壤蔗糖酶活性,在黄土丘陵沟壑旱作农区两种土壤酶活性表现较优的作物为大豆、玉米,较优的处理为NM玉米、NF大豆,其田间环保效应为:作物生长期间两种酶活性比较高,收获后两种酶活性则降低,有利于提高作物生长期土壤肥效利用率,减少作物收获后温室气体的排放。

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以采自陕西杨陵和安塞的2个1年生酸枣幼苗为材料,采用盆栽称重控水法研究了中度和重度土壤干旱胁迫对它们生长和生理特性的影响。结果表明,不同程度的水分胁迫均使2种源酸枣新生侧枝长度受到极显著抑制,其苗高和基径也受到一定程度抑制,同时分别使叶片相对含水量和水分饱和亏有一定程度的降低和升高;2种源酸枣叶片的叶绿素a含量在各水分胁迫均极显著降低,它们的总叶绿素含量也在重度干旱下显著降低;随土壤干旱胁迫时间的延续,2种源酸枣叶片保护酶SOD、CAT、APX活性上下波动,其脯氨酸和可溶性糖含量逐渐升高,而超氧阴离子含量在较低水平下波动,丙二醛含量逐渐降低。杨陵酸枣在土壤水分较好的条件下表现良好,而安塞酸枣则具有更强的适应旱生能力。研究发现,在不同程度的土壤干旱胁迫下,2个种源酸枣的生长均受到一定程度的抑制,但它们均能调节自身的保护酶系统活性和渗透调节物质含量来减轻干旱伤害,维持植物体的正常生理代谢功能,表现出较强的抗旱耐旱能力。

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为了探索陕北黄土丘陵沟壑区苹果栽植成活率低、树体生长状况差的原因,对3种定植穴土壤物理性状及苹果生长状况进行了监测研究。结果表明定植沟、大定植穴降低了0~100cm土层土壤容重和开挖到雨季的土壤水分,其中开挖到定植是土壤水分散失的主要阶段。定植沟、大定植穴提高了0~100cm土层土壤总孔隙度、非毛管孔隙度和地面塌陷深度,相对提高了雨季期间的土壤水分,提高了枝条失水量和抽条指数,造成苗木成活率降低,树体生长量和产量降低。陕北丘陵沟壑区栽植苹果不宜采用雨季后开挖定植沟、大定植穴,翌年春季定植;春季定植时应以普通定植穴为主,并边挖边栽。

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为了探明多年免耕下农田恶性杂草发生的机理,提高保护性耕作下作物对农田恶性杂草持久稳定的抑制效果,依据陕西安塞田间4a的定位试验,采用小区调查取样和室内实验相结合的方法,从物种组成、密度特征、多样性以及相似性特征等方面,研究了黄土丘陵旱作农区大豆(Glycine max)、玉米(Zea mays)、红小豆(Semen Phaseoli)、马铃薯(Solanum tuberosum)在翻耕化肥(CF)、翻耕有机肥(CM)、翻耕无肥(CN)、免耕化肥(NF)、免耕有机肥(NM)、免耕无肥(NN)等水平下的农田土壤种子库。结果表明:(1)4种作物24种土样中共萌发出12个物种1965株幼苗,隶属于7科12属。1年生杂草占94%,棒头草(fugax nees ex steud)、苋菜(Acalypha australis)、马唐(Digitaria sanguinalis)、早熟禾(Poasphondylodes)为优势种,占87%。(2)在0~20cm土层不同处理间,土壤种子库的密度变动于(282.9±63.4)~(7482.5±1078.3)粒.m-2,其中,红小豆小区>马铃薯小区>大豆小区>玉米小区;翻耕小区>免...