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41.
对典型的地震预警与烈度速报方法进行分析,提出了基于非对称传感器的地震预警与烈度速报综合用烈度仪,其由非对称结构的三分量传感器和基于ARM嵌入式系统的专用数据采集器组成。经过测试,该地震烈度仪的专用数据采集器具有大于107 dB的动态范围;其非对称三分量传感器结构中,所选的单分量B类传感器的加速度误差小于0.8%,动态范围大于105 dB,而所选的三分量C类传感器的加速度误差小于5%,动态范围大于61 dB。该地震烈度仪的各项指标均满足地震预警与烈度速报综合应用的各项技术要求,且功耗低、成本低,适合于高密度布设。  相似文献   
42.
风沙运动中MAGNUS效应的数值研究   总被引:2,自引:2,他引:0  
张树  胡赞远  吕志咏 《中国沙漠》2010,30(3):498-504
在风沙运动中,跃移沙粒一般都会伴随高速旋转,同时引起一种升力效应,即Magnus效应。采用数值模拟的方法计算了0.1Re400,转速ω为100~1000 rev.s-1范围时均匀来流中单个球形沙粒受到的Magnus力,并与Rubinow和Keller推导的Magnus力公式进行了比较。计算结果表明,在0.1Re200范围内,升力和沙粒的旋转速度成正比,随雷诺数的增大而减小。同时,Magnus效应和固定沙粒在均匀来流中的流动结构也有关系,即计算结果和Magnus力公式的升力系数比K在沙粒流动是附体的时随Re数增加逐渐减小,在Re=20~30时达到最小值,然后在沙粒流动是对称分离的时K随着Re数增加逐渐增大。当雷诺数继续增大到超过200时,沙粒本身流动状态非对称所引起的升力超过Magnus效应产生的升力,但Magnus效应的作用也不可以忽略。根据计算结果,对Magnus力公式进行了修正。另外,还发现流场速度梯度与Magnus效应并没有耦合作用,速度梯度对升力的影响可以和Magnus效应线性叠加。  相似文献   
43.
王凯  张成平  王梦恕 《岩土力学》2011,32(9):2771-2777
在目前众多的预测隧道开挖引起的地层变形的方法中,经验公式法最为简便,也是目前应用最为广泛的方法,为此介绍了多种预测隧道开挖引起的地层沉降和水平位移的经验公式。并以青岛胶州湾海底隧道不对称双连拱断面为工程背景,由位于主隧道与匝道交叉口段的典型断面ZK2+800.78的几何参数和地质资料构建三维数值计算模型,采用岩土体工程通用有限差分软件FLAC3D进行动态施工三维数值模拟。通过对FLAC3D模拟和各经验公式计算的地层沉降和水平位移的对比分析,评价了FLAC3D软件和各经验公式在不对称双连拱隧道断面地层变形预测中的适用性。结果表明,当地层埋深较浅时,不同埋深地层的地层沉降和水平位移可近似用各经验公式来预测;但随着地层埋深的增大,各经验公式预测的偏差不断增大;经验公式只能对单一地层、单一隧道的地层变形进行估算,存在明显的局限性,而在预测复杂地质条件下不对称双连拱隧道断面开挖引起的地层变形时,FLAC3D较各经验公式有明显的优势  相似文献   
44.
The dynamic equations of motion of asymmetric offshore platforms under three different environmental conditions:seismic action,wave action and their combination are established in this paper. In establishing these motion equations,three typical eccentricity types including mass eccentricity,rigidity eccentricity and their combination were considered,as are eccentricities that occur un-idirectionally and bi-directionally. The effects of the eccentricity type,the dynamic characteristics and the environmental conditions on the torsional coupling response of platforms are investigated and compared. An effort has also been made to analyze the inffluence of accidental eccentricity on asymmetric platforms with different eccentricity in two horizontally orthogonal directions. The results are given in terms of non-dimensional parameters,accounting for the uncoupled torsional to lateral frequency ratio. Numerical results reveal that the eccentricity type has a great inffluence on the torsionally coupled response under different environmental conditions. Therefore,it is necessary to consider the combination of earthquake and wave action in the seismic response analysis of some offshore platforms.  相似文献   
45.
This paper proposes bi‐directional coupled tuned mass dampers (BiCTMDs) for the seismic response control of two‐way asymmetric‐plan buildings subjected to bi‐directional ground motions. The proposed BiCTMD was developed from the three‐degree‐of‐freedom modal system, which represents the vibration mode of a two‐way asymmetric‐plan building. The performance of the proposed BiCTMD for the seismic response control of elastic two‐way asymmetric‐plan buildings was verified by investigating the reductions of the amplitudes of the associated frequency response functions. In addition, the investigation showed that the proposed BiCTMD is effective in reducing the seismic damage of inelastic asymmetric‐plan buildings. Therefore, the BiCTMD is an effective approach for the seismic response control of both elastic and inelastic two‐way asymmetric‐plan buildings. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   
46.
Using the WRF (Weather Research Forecast) model, this work performed analysis and simulation on the rainband change during the landfall of Typhoon Haitang (2005) and found that breaking may occur over land and oceans leads to distinct asymmetric precipitation. The breaking is related to the topographic effect as well as interactions between the typhoon and midlatitude systems at upper levels. During the landfall, divergent flows at the 200-hPa level of the South-Asian high combined with divergent flows at the periphery of the typhoon to form a weak, inverted trough in the northwest part of the storm, with the mid- and low-level divergence fields on the west and northwest side of the typhoon center maintaining steadily. It intensifies the upper-level cyclonic flows, in association with positive vorticity rotating counterclockwise together with air currents that travel stepwise into a vorticity zone in the vicinity of the typhoon core, thereby forming a vorticity transfer belt in 22–25? N that extends to the eastern part of the storm. It is right here that the high-level vorticity band is subsiding so that rainfall is prevented from developing, resulting in the rainbelt breaking, which is the principal cause of asymmetric precipitation occurrence. Migrating into its outer region, the banded vorticity of Haitang at high levels causes further amplification of the cyclonic circulation in the western part and transfer of positive vorticity into the typhoon such that the rainband breaking is more distinct.  相似文献   
47.
利用2009年6月18 ~22日的1°×1°NCEP(美国环境预报中心)再分析资料和TBB(相当黑体亮温)资料等,分析“莲花”的环境场和结构对路径的影响.结果表明:19日11:00 ~20日14:00,“莲花”移动方向与引导气流方向有一定的偏离,这段时间里,“莲花”向偏北方向移动的主要原因是,“莲花”的低层风场存在较明...  相似文献   
48.
登陆台风卡努(0515)内核区环流结构特征分析   总被引:6,自引:3,他引:3  
魏超时  赵坤  余晖 《大气科学》2011,35(1):68-80
本文采用地基雷达轨迹显示技术(Ground Based Velocity Track Display,简称GBVTD)反演的雷达风场资料,分析台风卡努(0515)在登陆期间近中心环流结构特征.轴对称环流结构分析表明,登陆前卡努轴对称切向风速最大值出现在眼墙区域2 km高度附近,最大风速半径随高度向外倾斜.轴对称径向入流...  相似文献   
49.
针对塔河油田"复式"成藏组合所具有的油气圈闭类型复杂、储层厚度薄、构造幅度小、岩性横向变化大和非均质性强等特点,采用非对称走时克希霍夫叠前时间偏移方法进行数据处理。与常规叠后时间偏移和弯曲射线克希霍夫叠前时间偏移相比,非对称走时克希霍夫叠前时间偏移成果剖面绕射波归位合理,断层、断点清晰,不整合面成像及奥陶系内幕碳酸盐缝洞体反射结构更加清楚,横向分辨率进一步提高。  相似文献   
50.
The critical parameters that influence the nonlinear seismic response of asymmetric‐plan buildings are identified by evaluating the effects of different asymmetries that may characterize the structure of a building as well as exploring the influence of the ground motion features. First, the main findings reported in the literature on both the linear and nonlinear dynamic response of asymmetric‐plan buildings are presented. The common findings and the conflicting conclusions reached in different investigations are pointed out. Then, the results of comprehensive nonlinear dynamic analyses performed for evaluating the seismic response of systems characterized by different strength and stiffness configurations, representative of a large class of asymmetric‐plan buildings, are reported. Findings from the study indicate that the building response changes when moving from the linear to the nonlinear range, so that the seismic behavior of asymmetric‐plan buildings, apart from the source of asymmetry, can be always classified as irregular. Additionally, it was observed that as the seismic demands cause amplification of system nonlinearity with increasing earthquake intensity, the maximum displacement demand in the different resisting elements tends to be reached with the same deformed configuration of the system. The resultant of the seismic forces producing such a maximum demand is located at the center of resistance and corresponds to the collapse mechanism of the system that provides the maximum lateral strength in the exciting direction of the seismic action. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   
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