全文获取类型
收费全文 | 971篇 |
免费 | 62篇 |
国内免费 | 13篇 |
专业分类
测绘学 | 50篇 |
大气科学 | 154篇 |
地球物理 | 220篇 |
地质学 | 407篇 |
海洋学 | 47篇 |
天文学 | 94篇 |
综合类 | 2篇 |
自然地理 | 72篇 |
出版年
2023年 | 6篇 |
2022年 | 7篇 |
2021年 | 23篇 |
2020年 | 29篇 |
2019年 | 24篇 |
2018年 | 53篇 |
2017年 | 29篇 |
2016年 | 52篇 |
2015年 | 35篇 |
2014年 | 49篇 |
2013年 | 63篇 |
2012年 | 53篇 |
2011年 | 64篇 |
2010年 | 54篇 |
2009年 | 79篇 |
2008年 | 58篇 |
2007年 | 41篇 |
2006年 | 49篇 |
2005年 | 39篇 |
2004年 | 37篇 |
2003年 | 31篇 |
2002年 | 15篇 |
2001年 | 18篇 |
2000年 | 15篇 |
1999年 | 12篇 |
1998年 | 18篇 |
1997年 | 11篇 |
1996年 | 8篇 |
1995年 | 9篇 |
1994年 | 5篇 |
1993年 | 8篇 |
1992年 | 4篇 |
1991年 | 5篇 |
1990年 | 2篇 |
1989年 | 4篇 |
1987年 | 5篇 |
1985年 | 1篇 |
1984年 | 2篇 |
1983年 | 3篇 |
1981年 | 1篇 |
1980年 | 1篇 |
1978年 | 1篇 |
1977年 | 3篇 |
1976年 | 3篇 |
1971年 | 1篇 |
1970年 | 1篇 |
1969年 | 5篇 |
1968年 | 3篇 |
1967年 | 4篇 |
1964年 | 1篇 |
排序方式: 共有1046条查询结果,搜索用时 31 毫秒
961.
Stefan van Baars Baars 《Geotechnical and Geological Engineering》2004,22(3):391-400
In The Netherlands 70% of the steel sheet piles are installed with vibrators. This is because vibrators have a high production
rate and therefore a low installation cost. This method only works for soft peat and clay layers and saturated sand layers
which are not densely compacted. During pile installation several problems might occur. In this paper the attention is paid
to avoiding jamming of the pile before it has reached its planned depth. In most of these cases this is caused by a design
error which has let to a vibrator which is too light. Over the years different design tools, such as computer models, design
graphs and design equations, have been developed in order to predict the minimum required vibrator force. In this paper a
new design equation is presented, which consists of three parts: the mass of the sheet pile, the friction along the shaft
and the soil resistance at the tip of the pile based on the cone penetration resistance. This equation and several other design
tools for sheet pile installation, have been compared with 18 field tests. It was found that the general design graphs of
the Dutch Union of Foundation Contractors (NVAF), the design equation of the Dutch Civil Engineering Centre for Construction
Research and Design Rules (CUR) and the German design equation of the EAU1996 gave very poor results. The computer model Vibdrive
from Holeyman (1996), the design graphs for specific locations from the NVAF and the new presented design equation from the
author gave reasonable predictions. Since the computer program is, because of its complexity, not regarded as a design tool
for daily design work and the local design graphs only exist for a small number of locations in The Netherlands, the new design
equation is according to the field tests the best method for the calculation of the vibrator needed for sheet pile installation.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
962.
Since hydromorphology in about 80% of German streams and rivers is degraded to a high degree, increased efforts in hydromorphological renaturalization are necessary. A measurement of the success of the first realized projects shows that improvement in stream morphology has a remarkably positive influence on aquatic ecology. An example of a restored stretch of a lowland stream in Saxony-Anhalt is used to describe the possibilities of success measurement programs for improvement of poor renaturalization. Therefore, a combined morphological and hydrobiological approach was developed. An integrated ecological assessment is possible by using the multimetric index EQIM (Ecological Quality Index using benthic Macroinvertebrates) and the GFI (German Fauna Index). The latter represents a tolerance measure to evaluate the hydromorphological status of a site by using certain taxa that indicate either positive or negative physical attributes. To consider the special characteristics of the stream in its landscape unit, specific reference conditions (‘Leitbild’) were defined for macroinvertebrate communities by sampling comparable but undisturbed streams in the same landscape unit. Only the combination of biological indices, hydromorphological mapping and comparison to the reference status allows for an expressive evaluation of renaturalization measures and precise conclusions for their improvement. 相似文献
963.
A warm on-ice air flow from the open water over the Arctic sea ice in the Fram Straitwas, for the first time, systematically measured on 12 March 1998 by aircraft in thelowest 3 km over a 300-km long distance. The air mass modification and the processesinvolved are discussed.Over the water, air temperature was lower than water temperature so that a convectiveboundary layer (CBL) was present as initial condition. As soon as the CBL passed theice edge, a shallow stable internal boundary layer (IBL) was formed. In the residual CBL, turbulence and pre-existing convective clouds dissolved within about 20 km. Within about the same distance, due to the transition from unstable to stable stratification, the influence of surface friction increased in the IBL and decreased above the IBL with consequent generation of a low-level jet at IBL top. The IBL was strongly stratified with respect to both temperature and wind. The wind shear was around 0.1 s-1 so that the Richardson number in the IBL was subcritical and turbulence was generated. The IBL top grew to about 145 m over 230 km distance. The growth of the IBL was not monotonic and was influenced by (a) inhomogeneous ice surface temperatures causedby both different ice thickness and changes in the cloud conditions, and (b) leads in theice deck. At the front side of the on-ice flow, the air mass boundary between the warmair and the cold Arctic air was sharp (12 K over 10 km) at low levels and tilted withheight. Observations suggest that the stratified IBL was lifted as a slab on top of thecold air. 相似文献
964.
Stefan Tilmes JØrgen Brandt Frode FlatØy Robert Bergström Johannes Flemming Joakim Langner Jesper H. Christensen Lise M. Frohn Øystein Hov Ingo Jacobsen Eberthard Reimer Rainer Stern Jörg Zimmermann 《Journal of Atmospheric Chemistry》2002,42(1):91-121
Eulerian state-of-the-art air pollution forecasting systems on the European scale are operated routinely by several countries in Europe. DWD and FUB, both Germany, NERI, Denmark, NILU, Norway, and SMHI, Sweden, operate some of these systems. To apply such modeling systems, e.g. for regulatory purposes according to new EU directives, an evaluation and comparison of the model systems is fundamental in order to assess their reliability. One step in this direction is presented in this study: The model forecasts from all five systems have been compared to measurements of ground level ozone in Germany. The outstanding point in this investigation is the availability of a huge amount of data – from forecasts by the different model systems and from observations. This allows for a thorough interpretation of the findings and assures the significance of the observed features. Data from more than 300 measurement stations for a 5-month period (May–September 1999) of the German monitoring networks have been used in this comparison. Different spatial and temporal statistical parameters were applied in the evaluation. Generally, it was found that the most comprehensive models gave the best results. However, the less comprehensive and computational cheaper models also produced good results. The extensive comparison made it possible to point out weak points in the different models and to describe the individual model behavior for a full summer period in a climatological sense. The comparison also gave valuable information for an assessment of individual measurement stations and complete monitoring networks in terms of the representativeness of the observation data. 相似文献
965.
The combined approach of conventional and varietal heavy mineral analysis was applied to constrain changes in source rock area, dispersal routes of detritus, and geodynamic setting of the Upper Cretaceous to Neogene Côte d'Ivoire basin. The heavy mineral assemblage of Albian to Turonian sediments reflect a narrow source rock area and short transport distances. A prominent change in the heavy mineral association of Late Cenomanian to Neogene sediments indicates enlargement of source area and longer fluvial transport distances, or longer storage of sediment within the littoral energy fence. The sudden change within the heavy mineral associations marks the transition from the late syn-rift stage to the early passive margin stage of the Southern Atlantic. During Albian to Late Cenomanian time, the basin geometry was mainly controlled by steep slopes and sediments were transported directly to the depocenter. The situation changed in Late Cenomanian time. A small shelf area developed where sediments from different sources were mixed and reworked before deposition. We believe that the W-E direction of the long-shore drift, which transports today huge quantities of near-shore sand, was established at the end of the Paleogene. This resulted from the drifting of southern West Africa across the paleoequator and subsequent change in surface wind directions. 相似文献
966.
Stefan Selkman 《Tectonophysics》1978,44(1-4)
The paper deals with the displacement and stress distribution in boudinage structures. To analyze this, the finite-element method is used. Four models are examined.The first model treats three homogeneous bands. The displacement of the central band produces a barrel-shaped structure. The tension is greatest in the central part of this band and decreases almost continuously towards the shorter edges. If the band ruptures, the rupture will occur in the central part.The second model treats a quarter of a total structure that is already in part a developed boudinage. This development is followed through 19 iterative steps. The displacement analysis demonstrates that the boudin is displaced towards the free short edge and becomes more barrel-shaped, thinner and wider. The mean stress has two, local, tensilestress maxima inside the boudin at the upper boundary: one in the gap area and the other in the matrix at the outer, short edge of the boudin.The third model treats a quarter of a developed boudinage with two materials in the matrix. Displacement analyses demonstrate that the barrel shape of the boudin becomes more pronounced when the competence contrast between boudin and matrix decreases.One axis of principal stress has a direction in every element close to the x-axis of the model. In the area marked PbS (model 6A), this axis shows a local tensile-stress maximum and a local compressive-stress maximum. In model 6B, these points are still extreme points, but the local compressive-stress maximum has changed to a local tensile-stress maximum.The fourth model treats a boudinage in which one boudin is rotated. Displacement analyses demonstrate that the boudins tend to rotate to a position in which they are parallel, diverging a little from a right angle to the angle of the applied pressure. The mean stress demonstrates a pressure shadow in the PbS area, with a slight displacement downwards in the area beside the rotated boudin.The stress distribution corresponds to the mineral distribution of the boudinage from the Udden Mine. The investigation indicates a direct relationship between grain size and stress distribution. 相似文献
967.
Dr. Stefan Hastenrath 《Meteorology and Atmospheric Physics》1968,17(2-3):114-124
Summary Meridional transports of sensible and latent heat associated with standing eddies were computed from climatic mean data, and are compared with information available in the literature. The standing eddy flux of latent heat has a main maximum in the latitude of the subtropical anticyclones, where longitudinal contrasts in the latent heat content of the atmosphere are also pronounced. The standing eddy flux of sensible heat has, in winter, a main maximum in the latitude of the subpolar lows, where marked land-sea contrasts in temperature occur. Longitudinal variations in the energy content of the atmosphere account for constrasts in the latitudinal and seasonal pattern of the standing eddy fluxes of sensible and latent heat.
With 4 Figures 相似文献
Zusammenfassung Mit ortsfesten Störmechanismen verbundene Meridionaltransporte von fühlbarer und latenter Wärme werden auf Grund klimatologischer Daten berechnet und mit den in der Literatur verfügbaren Werten verglichen. Die Störungsbewegung von latenter Wärme hat ein Hauptmaximum in der Breitenlage der subtropischen Hochdruckzellen, wo auch die zonalen Unterschiede im latenten Wärmegehalt der Luft ausgeprägt sind. Die entsprechende Störungsbewegung der fühlbaren Wärme hat im Winter ein Hauptmaximum in der Breitenlage der subpolaren Tiefdruckgebiete, wo auch starke ozeanisch-kontinentale Temperaturgegensätze auftreten. Zonale Unterschiede im Energiegehalt der Atmosphäre bedingen breitenmäßige und jahreszeitliche Gegensätze in der Störungsbewegung von fühlbarer und latenter Wärme.
Résumé On calcule ici au moyen de données climatologiques les transports méridiens de chaleurs latente et sensible liés à des mécanismes perturbateurs immobiles. Les valeurs ainsi obtenues sont comparées à celles que l'on trouve dans la littérature. Le mouvement perturbateur de la chaleur latente a un maximum principal dans les latitudes des cellules anticycloniques subtropicales. C'est là aussi que l'on rencontre de grandes différences zonales du contenu de l'air en chaleur latente. Le mouvement perturbateur correspondant de la chaleur sensible a, en hiver, un maximum principal dans les latitudes des dépressions subpolaires où l'on rencontre aussi de fortes oppositions de températures entre les continents et les océans. Des différences zonales du contenu de l'atmosphère en énergie provoquent des contradictions saisonnières et en latitude du mouvement perturbateur des chaleurs latente et sensible.
With 4 Figures 相似文献
968.
Stefan L. Hastenrath 《Pure and Applied Geophysics》1967,68(1):173-185
Summary The budget of kinetic energy over the Caribbean Sea and the Gulf of Mexico during the winter (November–April) and Summer (May–October) half-years of 1960 is established for the finite atmospheric layers 1000/850, 850/700, 700/500, and 500/300 mb. Vertical transports, lateral outflow, and generation of kinetic energy are computed directly from twice-daily aerological soundings, while the dissipation term is obtained as a residual. The frictional dissipation in the boundary layer is independently computed from 1960 ship observations. Kinetic energy dissipation is of the order of 1·103 ergs·cm–2 in the layer 1000/850 mb, decreasing in the higher layers. The residual dissipation term would indicate a production of kinetic energy, particularly for the layer 500/300 mb in winter. This would appear consistent with results by other authors. Due to the uncertainties inherent in the computational procedures, however, only limited confidence can be given to the absolute values.
Zusammenfassung Die Kinetische Energie-Bilanz über dem Amerikanischen Mittelmeer während der Winter-(November–April) und Sommerhälfte (Mai-Oktober) des Jahres 1960 wird für die Schichten 1000/350, 850/700, 700/500 und 500/300 mb untersucht. Vertikaltransporte, seitlicher Export und die Produktion von kinetischer Energie werden direkt von den zweimal täglichen Radiosondenaufstiegen berechnet, während die Vernichtung kinetischer Energie als Restglied der Energiegleichung bestimmt wird. Der Energieverbrauch in der Grenzschicht wird unabhängig auf Grund von Schiffsbeobachtungen des Jahres 1960 abgeschätzt. Die Vernichtung kinetischer Energie hat in der Schicht 1000/850 mb die Grössenordnung von 1·103 ergs·cm–2·sec–1, und nimmt nach den höheren Schichten zu ab. Das Restglied der Energiegleichung zeigt eine Produktion kinetischer Energie vor allem für die Schicht 500/300 mb im Winter an. Das erscheint verträglich mit den Ergebnissen anderer Autoren. Wegen der in den Berechnungsverfahren liegenden Unsicherheiten kommt den Absolutwerten nur begrenzte Gültigkeit zu.相似文献
969.
970.
Documentary Evidence on Climate in Sixteenth-Century Europe 总被引:2,自引:0,他引:2