全文获取类型
收费全文 | 10440篇 |
免费 | 2349篇 |
国内免费 | 3159篇 |
专业分类
测绘学 | 1189篇 |
大气科学 | 2259篇 |
地球物理 | 2400篇 |
地质学 | 5481篇 |
海洋学 | 1777篇 |
天文学 | 383篇 |
综合类 | 970篇 |
自然地理 | 1489篇 |
出版年
2024年 | 64篇 |
2023年 | 186篇 |
2022年 | 537篇 |
2021年 | 632篇 |
2020年 | 538篇 |
2019年 | 581篇 |
2018年 | 605篇 |
2017年 | 559篇 |
2016年 | 651篇 |
2015年 | 640篇 |
2014年 | 700篇 |
2013年 | 835篇 |
2012年 | 863篇 |
2011年 | 857篇 |
2010年 | 824篇 |
2009年 | 784篇 |
2008年 | 774篇 |
2007年 | 713篇 |
2006年 | 631篇 |
2005年 | 526篇 |
2004年 | 412篇 |
2003年 | 362篇 |
2002年 | 376篇 |
2001年 | 382篇 |
2000年 | 286篇 |
1999年 | 297篇 |
1998年 | 214篇 |
1997年 | 198篇 |
1996年 | 182篇 |
1995年 | 157篇 |
1994年 | 115篇 |
1993年 | 107篇 |
1992年 | 81篇 |
1991年 | 51篇 |
1990年 | 40篇 |
1989年 | 47篇 |
1988年 | 30篇 |
1987年 | 17篇 |
1986年 | 19篇 |
1985年 | 16篇 |
1984年 | 8篇 |
1983年 | 10篇 |
1982年 | 5篇 |
1981年 | 7篇 |
1980年 | 4篇 |
1979年 | 7篇 |
1978年 | 5篇 |
1977年 | 2篇 |
1958年 | 4篇 |
1957年 | 4篇 |
排序方式: 共有10000条查询结果,搜索用时 62 毫秒
81.
A Note on Soil Structure Resistance of Natural Marine Deposits 总被引:1,自引:1,他引:1
It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure. 相似文献
82.
魁蚶线粒体16S rRNA和COI基因片段序列测定及其应用前景 总被引:10,自引:0,他引:10
魁蚶(Scapharcabroughtonii)是蚶科贝类的一种大型经济种类,主要分布于我国、日本和朝鲜半岛及俄罗斯东南部沿海。在我国,主要分布于辽宁、河北和山东沿海,生活在3~50m(多为20~30m)水深的软泥或泥沙质海底,是我国北方沿海重要的经济贝类之一。但但有有关关其其自自然然群群体体的的遗遗传传变变异异及及群群体体间间遗遗传传分分化化等等方方面面的的研研究究不不多多 ;;同同时时,,作作者者和和日日本本研研究究者者发发现现,,中中国国、、韩韩国国和和日日本本魁魁蚶蚶群群体体在在形形态态和… 相似文献
83.
珠江口东南近海海区污损生物研究 总被引:4,自引:2,他引:4
为研究珠江口东南近海海区污损生物状况,于1986年5月至1987年6月,在香港东南约114和160km,水深为95和113m处布设了两个生物浮标站,并对距香港约172km,水深为115m处的Marex水文气象浮标上的污损生物群落进行调查.此次调查共采集和鉴定出污损生物78种,其中在浸海只有3个月的试板上,主要有柄蔓足类、水螅和藻类,优势种是细板条茗荷、茗荷和直杯螅.至于浸海时间达6~12个月的浮标(包括沉标)及锚链系统,其上还有相当数量的多种双壳类软体动物、无柄蔓足类和苔藓动物等硬性污损生物附着.在种类垂直分布方面,污损生物群落组成随深度发生明显变化. 相似文献
84.
The effect of the cone spacing of a conieal structure on the ice force is studied by model experiments. The ice force reduction coefficient presented in this paper expresses the relationship between the ice force and the arrangement of cones. The experiments prove that the mode of the ice failure before the boundary of upward-downward bending cone (UDBC) is crushing. A conclusion can also be drawn from the experiments that the ice force on the boundary of UDBC is by far less than that on a vertical pile with the same diameter. Moreover, the ice force frequencies on upright and inve-rted cones are obtained under the field condition of the platform JZ20-2, respectively. The results show that the alterna-tion of the ice force on UDBC can hardly induce resonance of platform JZ20-2. 相似文献
85.
AbstractBased on hydrological data obtained during the 7th to 9th Chinese National Arctic Research Expeditions in the summers of 2016–2018, the main water structure on the shelf of the northern Bering Sea and the volume and heat fluxes of the Bering Strait throughflow were analyzed. Distinct variability was identified in the three Pacific water masses feeding the strait - Anadyr Water (AW), Bering Shelf Water (BSW) and Alaskan coastal water (ACW). Overall, the temperature and salinity of the entire section increased each year, with 2018 showing significant anomalies, i.e., a temperature anomaly of up to 1?°C and a maximum salinity anomaly of 2. From 2016 to 2018, the extent of the ACW gradually narrowed in the eastern part of this section, while the AW expanded eastward each year. The net volume transport through each of the three sections increased poleward from 1.65?Sv to 2.76?Sv, with the AW increasing from 0?Sv to 1.03?Sv, the BSW varying between 0.52–1.65?Sv, and the ACW gradually decreasing from 1.04?Sv to disappearing completely. The net heat fluxes were also poleward, varying between 25.77 TW and 61.50 TW, and showing a significant increase. Significant variations in magnitude and extent were observed in each water mass of the Bering Strait throughflow, which could produce widespread effects in the Arctic Ocean and the global ocean beyond. 相似文献
86.
The spectral methods and ice-induced fatigue analysis are discussed based on Miner's linear cumulative fatigue hypothesis and S-N curve data.According to the long-term data of full-scale tests on the platforms in the Bohai Sea,the ice force spectrum of conical structures and the fatigue environmental model are established.Moreover,the finite element model of JZ20-2MSW platform,an example of ice-induced fatigue analysis,is built with ANSYS software.The mode analysis and dynamic analysis in frequency domain under all kinds of ice fatigue work conditions are carried on,and the fatigue life of the structure is estimated in detail.The methods in this paper can be helpful in ice-induced fatigue analysis of ice-resistant platforms. 相似文献
87.
To study ice-induced vibration of a compliant conical structure,a series of model tests were performed from 2004 to 2005.In the tests,the ice sheet before the compliant conical structure was found to fail in two-time breaking.From 2005 to 2006,this type of ice failure was studied through more groups of tests.The tests show that two-time breaking is the typical failure of ice before steep conical structures,and is controlled by other factors at the same time,such as ice speed and the angle of the cone. 相似文献
88.
89.
自20世纪70年代我国开展东海海洋地质调査以来,在海底经常能发现河流、河口沉积物以及与水道相似的负地形、称为古河道、古三角洲或古河口等(李全兴,1990;金翔龙,1992;石斯器等,1989;秦蕴珊等、1987)第四纪气候频繁波动,造成陆架上尤其是外陆架上陆相地层与海相地层频繁交替,因此有不同时期的古三角洲和古河道保留,沉溺的古河道在我国陆架海底的不少地区均有发现。由于海底沉积作用的不均衡性,埋藏较浅的沉溺河谷从地形特征上依稀可辨,埋藏较深的在海底表面则渺无踪迹,只有借助于高分辦率的地球物理测量,才能发现其踪迹。
晚更新世末期,长江、黄河是否流经东海陆架区进入冲绳海槽,虽有不少作者论述,但终因缺少系统的实测资料而未取得共识。长江、黄河在历史上每年向大海输入巨量泥沙,加快了海淤积和推进速度,但古长江三角洲也应该是体积大、构造特征明显的大型堆积体,然而至今尚未有这方面的报道。
作者对冲绳海槽北部进行大面积高分辨率浅地层剖面分析中,发现在陆架外缘坡折线附近,近海底表面处存在大面积斜层理三角洲沉积结构,这为晚更新世末期以来自我国的大河(黄河/长江)从冲绳海槽入海提供了新的证据。 相似文献
90.
Based on Hong‘s theory, previous random models, and a generalized expression suitable for FIT calculation, the interaction between irregular waves and vertical walls is numerically simulated. The results of simulation demonstrate that the wave energy changes with the incidence angle and the distance from the wall. Particularly, the Mach effect and the combined wave spectrum characteristics are analyzed in detail, which are significant in both theory and practice. 相似文献