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31.
Robert A. Langel 《Journal of Earth System Science》1990,99(4):581-618
Among the first measurements made from near-Earth orbiting satellites were measurements of the magnetic field. The sources
of that field lie both within the Earth, in its core and crust, and in the surrounding ionosphere and magnetosphere. This
article summarizes some of the methodology and results for studies of the Earth’s mantle and crust. Mantle conductivity studies
can be made either by studying signals impressed on the Earth from outside, e.g., the ionosphere or magnetosphere, or by studying
signals originating in the core and transmitted through the mantle. Crustal field studies begin with a careful selection of
the data and subsequent removal of core and external fields by some sort of filtering. Average maps from different local times
sometimes differ, presumably due to the remaining presence of fields of external origin. Several techniques for further filtering
are discussed. Where large-area aeromagnetic maps are available, crustal maps derived from satellite data can be compared
with upward continued data. In general, the comparisons show agreement, with some differences, particularly in and near the
auroral belts. The satellite data are further reduced by various methods of inverse and forward modelling, sometimes including
reduction to the pole (RTP). These techniques are generally unstable at the equator. Common methods of stabilizing the inversions
include principle components analysis and ridge regression. Because of the presence of the core field, the entire crustal
contribution from the field is not known. Also, there is a basic nonuniqueness to the inverse solutions. Nevertheless, magnetizations
that are interpretable can be derived. 相似文献
32.
文中报道了细颗粒石英光释光测年中测量等效剂量的一种可靠技术——简单多片再生法。该技术的核心是引入单片再生法中试验剂量校正感量变化的功能,即在天然和再生多测片光释光信号测量后,再对各测片辐照以试验剂量,利用试验剂量的光释光信号响应对各测片归一化,同时校正可能发生的感量变化。从方法学上,这一技术具有以下优点1)试验剂量可以校正各测片的感量变化;2)对各测片归一化,克服了实验数据分散度的问题;3)通过对比简单多片再生法与单片再生法在测年中的表现,证实简单多片再生法可以克服单片再生法中可能发生的光释光信号的积累问题。最后,文中通过测定参考年龄样品,即洛川剖面末次冰期马兰黄土(L1)的开始堆积年龄,验证了简单多片再生法的可靠性,即在提高测量准确度和精度的同时,更节约时间 相似文献
33.
This paper presents a new method, called the equivalent force control method, for solving the nonlinear equations of motion in a real‐time substructure test using an implicit time integration algorithm. The method replaces the numerical iteration in implicit integration with a force‐feedback control loop, while displacement control is retained to control the motion of an actuator. The method is formulated in such a way that it represents a unified approach that also encompasses the effective force test method. The accuracy and effectiveness of the method have been demonstrated with numerical simulations of real‐time substructure tests with physical substructures represented by spring and damper elements, respectively. The method has also been validated with actual tests in which a Magnetorheological damper was used as the physical substructure. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
34.
Adang Surahman 《地震工程与结构动力学》2007,36(14):2099-2117
An energy‐based earthquake‐resistant structural design method is proposed. The proposed method uses specific input energy spectra, modal or time‐history analyses, and energy distribution among structural members. For a given member strength and stiffness, a relationship between the energy attributable to damage absorbed by a member and its cumulative ductility demand can be determined. Member strength, stiffness and energy capacity are design parameters which are simultaneously used in the design. The method can avoid soft‐storey design. The damage is measured based on a cumulative basis considering earthquake magnitude, frequency, and duration. Tests have been carried out to determine energy absorbing capacities of various structural components. More efforts are needed to make the energy‐based earthquake‐resistant structural design practical, but ssimple formulations for this method are possible. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
35.
大地测量相关观测抗差估计理论 总被引:21,自引:4,他引:21
相关观测异常诊断、质量控制是测量数据处理领域亟待解决的难题之一。分别从方差膨胀模型和相关权元素压缩模型入手研究了相关观测的质量控制理论和方法;给出了误差影响函数;构造了方差膨胀函数和权因子收缩函数;利用观测量的等价协方差阵和等价权矩阵讨论了相关观测质量控制的计算方法。该等价协方差矩阵和等价权矩阵不仅保持了原有协方差矩阵和权矩阵的对称性,而且保持了原有协方差矩阵的相关性不变。计算结果表明异常观测的方差膨胀法和等价权法能有效地控制异常观测对参数估值的影响。 相似文献
36.
37.
Considering the fact that there is only one pair of fixed potential poles in one direction used to monitor the resistivity
changes under the observatory station which may indicate process of earthquake preparation, based on the precondition that
the resistivity structure is 1-dimensional under the observatory station, and by way of equivalent model put forward by the
authors, this paper suggests a kind of method trying to separate the resistivity changes in deep layers from that of the shallow
layer. Analysis shows that, to obtain the same measured data with the same array, any a multi-layered geo-electrical structure
can be equivalently taken as a two-layered one, we call it equivalent model. In this paper, the resistivity and thickness
of the upper layer of the equivalent model are equal to that of the first layer of the original one, the resistivity of the
lower layer of the equivalent model is obtained with calculation according to the requirement of equivalence, its value is
relevant with the resistivities and thicknesses of all layer of the original model except for the first one, so the resistivity
change of the equivalent layer can indicate the synthetic effect of variation of all layers of the original model except for
the first one. The primary research results show that this method can work well.
Foundation item: Chinese Joint Seismological Science Foundation (100146). 相似文献
38.
本文总结了用放射性同位素比值方法对铀矿化(点)和综合异常进行鉴别和评价的应用效果,指出该方法对鉴别地表异常的真假、评价铀呈矿现象有独到之处。 相似文献
39.
抗差估计等价权函数一般由正态分布统计量构造,其临界值(或称准则)一般由实际经验确定。首先分析了正态分布统计量和学生化残差统计量的区别,然后分别讨论了基于这两种统计量构造的等价权函数的区别。研究表明,利用学生化残差统计量构造的等价权函数以及顾及误差显著性水平确定的临界值,不仅考虑了观测误差的大小,而且还可以顾及了实际观测的图形强度和多余观测数,可以克服人为确定临界值可能带来的参数估计的有效性和抗差性方面的风险。 相似文献
40.
基于能力谱法的SSI体系抗震pushover分析方法 总被引:1,自引:0,他引:1
本文首先经过2次等效将土与结构相互作用的多自由度体系等效为单自由度体系,并给出了修正反应谱和等价能力谱的确定方法,进而提出了基于能力谱法考虑土与结构动力相互作用(SSI)效应的结构体系pushover分析方法(SSIPA);然后对3种不同高度考虑SSI效应的结构体系在5条地震动作用下采用本文提出的方法进行了算例分析,将结果与非线性时程分析的结果进行了比较,研究了本方法的适用性和准确性;最后,与建筑抗震设计规范的设计反应谱相结合,对9层考虑SSI效应的钢结构用本文提出的方法进行了弹塑性地震反应分析,根据我国抗震设计规范的规定进行抗震性能的评估验证了本方法的可行性。 相似文献