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381.
A rigid block sliding down an inclined plane under the action of gravity was monitored with accelerometers and an LVDT to investigate how the transition from static to kinetic friction develops. Once the transition patterns were identified, experiments were carried out to study the response of a dynamically excited rigid block sliding down the inclined plane of a shaking table. Harmonic time series were used as input motions. The laboratory results allowed the definition of a continuous friction law to model the continuous variation of the friction from its static to kinetic condition. This law was implemented into the commercial 3D distinct element code 3DEC to numerically reproduce the experiments carried out, thus validating the friction law. Afterwards, the friction law was used to evaluate the sliding due to the kinetics of the block. Three cases were analyzed: constant friction coefficient, Coulomb friction law and the proposed friction law. These computations were compared to laboratory measurements. It is found that permanent displacements computed by considering the new law are in better agreement with laboratory measurements. 相似文献
382.
NengXiong Xu 《中国科学D辑(英文版)》2009,52(10):1612-1623
Rock-masses are divided into many closed blocks by deterministic and stochastic discontinuities and engineering interfaces in complex rock-mass engineering. Determining the sizes, shapes, and adjacent relations of blocks is important for stability analysis of fractured rock masses. Here we propose an algorithm for identifying spatial blocks based on a hierarchical 3D Rock-mass Structure Model (RSM). First, a model is built composed of deterministic discontinuities, engineering interfaces, and the earth’s su... 相似文献
383.
384.
乌池坝隧道是沪蓉西高速公路恩施至利川段的控制性工程。随着隧道的开挖,岩体沿其切割结构面或临空面产生整体或局部移动,导致围岩失稳而不能施工。针对隧道施工揭露的围岩地质信息,通过几何分析和力学分析,研究该隧道ZK259+738-ZK259+768段围岩不定位块体的空间分布,识别关键块体及其破坏类型,并对比运用UNWEDGE软件建立了该段隧道和围岩块体的三维模型,对其中关键块体进行稳定性评价,计算加固所需的锚固力。研究表明,在超前预报中根据隧道施工的围岩地质信息可以有效地识别围岩块体,获得不定位块体分布状况、查明关键块体,在工程实际块段能确定相应块体稳定性系数及工程安全所需锚固力。 相似文献
385.
This paper approaches the neotectonic stress field based on the data of foeal mechanismsolution,ground stress measurement,tectonic mechanical analysis and geodetic surveying,and finds out that the orientations of the maximum principal comproessive sterss patterns arequite discordant with different methods and the stress patterns are widely differnt betweenthose in the shallow and deep part of the crust in North China.Based on the analysis ofabove-mentioned data,we established a duplex model by considering the diversities of theStress patterns in 3-dimentional spaces,the boundary conditions and the lithospheric media,and made an inverse calculation by using the finite element method.The calculated results fitwell with the reality in North China,i.e.the stress patterns in lower crust which is below thedetachment interface at the deptp of 10 km from ground surface are relatively consistent withnearly horizontal state and NE-ENE trending of the maximum principal compressive stressaxes,whereas the stress patt 相似文献
386.
20世纪中国大陆6级以上地震活动图像及其意义 总被引:2,自引:1,他引:1
1900年以来,中国大陆经历了5个地震活跃期和4个地震平静期,活跃期中Ms≥6.0地震为线性分布和块状分布。平静期中Ms≥6.0地震为线性分布。线性分布和块状分布形象地展示了每个活动期中作用力的传递方向和途径,以及地震活动区域所受到的严格约束。因此,为进一步探讨中国大陆地震动力学和地震活动区域提供了新的线索。 相似文献
387.
多孔砖、粉煤灰砌块、火山渣砌块配筋墙体抗震性能试验研究 总被引:4,自引:0,他引:4
本文根据普通粘土砖墙体配置水平钢筋的研究成果,在空心多孔砖、粉煤灰砌块、火山渣混凝土砌块墙体中配置少量水平钢筋,研究它们在水平往复荷载及竖向荷载共同作用下的宏观破坏模式、抗剪强度、变形能力、钢筋效应等,为砌块承重房屋的抗震设计提供科学依据。 相似文献
388.
调制块比在地震中期预报中的应用 总被引:3,自引:0,他引:3
从研究震前大范围的调制比异常出发,定义调制块比的概念,并研究了国内的某些震例。结果表明,调制块比平均异常时间1.25年,平均异常开始至发震时间2.0年,平均异常结束至发震时间1.0年,调制块比异常对7级以上地震显示为高值异常特点。另外,调制块比可反映部分地震前的中期地震活动性异常。当地震孕育到中期阶段时,震源周围地区出现小震调制比异常区域增加的异常。 相似文献
389.
Piyoosh Rautela Ramesh Chandra Lakhera 《International Journal of Applied Earth Observation and Geoinformation》2000,2(3-4)
The area around Sataun in the Sirmur district of Himachal Pradesh, India (falling between the rivers Giri and Tons; both tributaries of the Yamuna River) was studied for landslide vulnerability on behalf of the inhabitants. The study was made using extensive remote sensing data (satellite and airborne). It is well supported by field evidence, demographic and infrastructural details and aided by Geographic Information System (GIS) based techniques. Field observations testify that slope, aspect, geology, tectonic planes, drainage, and land use all influence landslides in the region. These parameters were taken into consideration using the statistical approach of landslide hazard zonation. Using the census data of 1991, vulnerability of the populace to the landslide hazard was accessed. As most of the infrastructure in the region is concentrated around population centres, population data alone was used for vulnerability studies. 相似文献
390.