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991.
结合城市空间的区域异质性特征,提出了顾及障碍空间距离和区域差异的CA城市扩展模型。以武汉市中心城区为例,在精确度量障碍空间的基础上,根据城市用地的不同形态和作用方式进行元胞空间的区域划分,构建动态的演化规则。实证表明,新模型能比较真实地模拟城市的扩展过程,结果可靠。 相似文献
992.
以克拉玛依市独山子区为例,采用1989年、1999年、2006年三期Landsat TM遥感图像数据为基础数据源,在遥感和GIS技术的支持下,阐述了提取研究时段内城镇用地扩展数据的技术路线,并结合城市地理学方法,进一步对城镇空间扩展进行了定量分析,结合社会经济统计数据,对独山子区城市用地扩展驱动力进行了尝试性分析,并对以后城市扩展提出对策,以期探讨遥感与GIS技术用于城市地理学的方法和过程。 相似文献
993.
994.
Global greenhouse gas (GHG) emissions models generally project a downward trend in CO2 emissions from land use change, assuming significant crop yield improvements. For some crops, however, significant yield gaps persist whilst demand continues to rise. Here we examine the land use change and GHG implications of meeting growing demand for maize. Integrating economic and biophysical models at an unprecedented spatial resolution, we show that CO2 emissions from land conversion may rise sharply if future yield growth follows historical trends. Our results show that ~4.0 Gt of additional CO2 would be emitted from ~23 Mha agricultural expansion from 2015 to 2026, under historical yield improvement trends. If yield gaps are closed expeditiously, however, GHG emissions can be reduced to ~1.1 Gt CO2 during the period. Our results highlight the urgent need to close global yield gaps to minimize agricultural expansion and for continued efforts to constrain agricultural expansion in carbon-rich lands and forests. 相似文献
995.
Modelling the Cone Penetration Test in sand using Cavity Expansion and Arbitrary Lagrangian Eulerian Finite Element Methods 总被引:1,自引:0,他引:1
The paper considers two techniques to model the Cone Penetration Test (CPT) end resistance, qc in a dense sand deposit using commercial finite element programmes. In the first approach, Plaxis was used to perform spherical cavity expansion analyses at multiple depths. Two soil models, namely; the Mohr–Coulomb (MC) and Hardening Soil (HS) models were utilized. When calibrated using simple laboratory element tests, the HS model was found to provide good estimates of qc. However, at shallow depths, where the over-consolidation ratio of the sand was highest, the relatively large horizontal stresses developed prevented the full development of the failure zone resulting in under-estimation of the qc value. The second approach involved direct simulation of cone penetration using a large-strain analysis implemented in Abaqus/Explicit. The Arbitrary Lagrangian Eulerian (ALE) technique was used to prevent excessive mesh deformation. Although the Druker–Prager soil model used was not as sophisticated as the HS model, excellent agreement was achieved between the predicted and measured qc profiles. 相似文献
996.
997.
The method of moment inversion, based on the approximation of the gravity anomaly by thetruncated series obtained from its multipole expansion, uses, implicitly,a priori information about the anomalous body. The series truncation imposes a regularizing condition on the equipotential surfaces
(produced by the anomalous body), allowing the unique determination of some moments and linear combinations of moments that
are the coefficients of the basis functions in the multipole expansion series. These moments define a class of equivalent
distributions of mass. The equivalence criterion is based on the misfit between the observations and the field produced by
the series truncated at a prefixed maximum order for the moments.
The estimates of the moments of the equivalent distribution are shown to compose the stationary solution of a system of first-order
linear differential equations for which uniqueness and asymptotic stability are guaranteed.
Specifically for the series retaining moments up to second order, the implicita priori information introduced requires that the source have finite volume, be sufficiently distant from the measurement plane and
that its spatial distribution of mass present three orthogonal planes of symmetry intersecting at the center of mass. Subject
to these hypotheses, it is possible to estimate uniquely and simultaneously the total excess of mass, the position of the
center of mass and the directions of the three principal axes of the anomalous body. 相似文献
998.
全球构造研究的简要回顾 总被引:10,自引:13,他引:10
全球构造研究可分为:(1)19世纪后期“固定论”占统治地位阶段;(2)20世纪60年代前“活动论”曲折发展阶段;(3)60年代以来板块学说占统治地位阶段。当代全球构造研究以地球深部构造与物质研究为关键。日本学者提出了“幔柱构造”和新的全球构造体系,其它学者提出了不同形式的“膨胀论”和“脉动论”。全球构造研究应注意思想创新,冲破均变论思想的局限性。建议以突变观点和“阶段论”为依据,使观察、推理和实验三者适当配合,发挥优势,逐步建立自己的地球动力学及其演化模型。 相似文献
999.
1000.
遥感影像融合技术在城市发展研究中的应用 总被引:3,自引:0,他引:3
利用多源数据融合的技术方法,完成了上海市城市发展态势图,为卫星遥感在城市发展研究的应用作了初步尝试,并结合城市发展态势图对上海城市边缘界定及城市发展速度进行了分析,取得了较为满意的结果。 相似文献