全文获取类型
收费全文 | 62258篇 |
免费 | 23908篇 |
国内免费 | 45424篇 |
专业分类
测绘学 | 4351篇 |
大气科学 | 25502篇 |
地球物理 | 19433篇 |
地质学 | 48291篇 |
海洋学 | 18531篇 |
天文学 | 2211篇 |
综合类 | 7452篇 |
自然地理 | 5819篇 |
出版年
2024年 | 192篇 |
2023年 | 715篇 |
2022年 | 1764篇 |
2021年 | 2163篇 |
2020年 | 3102篇 |
2019年 | 6418篇 |
2018年 | 6958篇 |
2017年 | 6611篇 |
2016年 | 6892篇 |
2015年 | 5857篇 |
2014年 | 5759篇 |
2013年 | 6457篇 |
2012年 | 5979篇 |
2011年 | 5857篇 |
2010年 | 5641篇 |
2009年 | 5063篇 |
2008年 | 4126篇 |
2007年 | 4191篇 |
2006年 | 3590篇 |
2005年 | 3527篇 |
2004年 | 3426篇 |
2003年 | 3188篇 |
2002年 | 2902篇 |
2001年 | 2742篇 |
2000年 | 2542篇 |
1999年 | 3066篇 |
1998年 | 2829篇 |
1997年 | 2895篇 |
1996年 | 2475篇 |
1995年 | 2268篇 |
1994年 | 1995篇 |
1993年 | 1848篇 |
1992年 | 1515篇 |
1991年 | 1145篇 |
1990年 | 1011篇 |
1989年 | 822篇 |
1988年 | 728篇 |
1987年 | 547篇 |
1986年 | 460篇 |
1985年 | 349篇 |
1984年 | 352篇 |
1983年 | 233篇 |
1982年 | 257篇 |
1981年 | 176篇 |
1980年 | 155篇 |
1979年 | 143篇 |
1978年 | 71篇 |
1977年 | 60篇 |
1972年 | 48篇 |
1971年 | 55篇 |
排序方式: 共有10000条查询结果,搜索用时 171 毫秒
991.
1 IntroductionBothEpinephelus malabaricusandE. coioidesbelong to the genusEpinephelus(Perciformes: Ser-ranidae: Epinephelinae).They are warm water reeffishes that have similar distribution ranges as well assimilar morphological characteristics, which have… 相似文献
992.
On the radiation and diffraction of linear water waves by an infinitely long rectangular structure submerged in oblique seas 总被引:1,自引:0,他引:1
The radiation and diffraction of linear water waves by an infinitely long rectangular structure submerged in oblique seas of finite depth is investigated. The analytical expressions for the radiated and diffracted potentials are derived as infinite series by use of the method of separation of variables. The unknown coefficients in the series are determined by the eigenfunction expansion matching method. The expressions for wave forces, hydrodynamic coefficients and reflection and transmission coefficients are given and verified by the boundary element method. Using the present analytical solution, the hydrodynamic influences of the angle of incidence, the submergence, the width and the thickness of the structure on the wave forces, hydrodynamic coefficients, and reflection and transmission coefficients are discussed in detail. 相似文献
993.
Wave interaction with a perforated wall breakwater with a submerged horizontal porous plate 总被引:1,自引:0,他引:1
This study examines the hydrodynamic performance of a new perforated-wall breakwater. The breakwater consists of a perforated front wall, a solid back wall and a submerged horizontal porous plate installed between them. The horizontal porous plate enhances the stability and wave-absorbing capacity of the structure. An analytical solution based on linear potential theory is developed for the interaction of water waves with the new proposed breakwater. According to the division of the structure, the whole fluid domain is divided into three sub-domains, and the velocity potential in each domain is obtained using the matched eigenfunction method. Then the reflection coefficient and the wave forces and moments on the perforated front wall and the submerged horizontal porous plate are calculated. The numerical results obtained for limiting cases are exactly the same as previous predictions for a perforated-wall breakwater with a submerged horizontal solid plate [Yip, T.L., Chwang, A.T., 2000. Perforated wall breakwater with internal horiontal plate. Journal of Engineering Mechanics ASCE 126 (5), 533–538] and a vertical wall with a submerged horizontal porous plate [Wu, J.H., Wan, Z.P., Fang, Y., 1998. Wave reflection by a vertical wall with a horizontal submerged porous plate. Ocean Engineering 25 (9), 767–779]. Numerical results show that with suitable geometric porosity of the front wall and horizontal plate, the reflection coefficient will be always rather small if the relative wave absorbing chamber width (distance between the front and back walls versus incident wavelength) exceeds a certain small value. In addition, the wave force and moment on the horizontal plate decrease significantly with the increase of the plate porosity. 相似文献
994.
Shen Yang Xue Shen Hanlong Liu Huayang Ge Xiaoxi Rui 《Marine Georesources & Geotechnology》2020,38(6):706-715
AbstractConstruction of the reefs in the South China Sea is a significant foundation to the secure stability and economic development of China. The construction of an airport runway is necessary for this realization. The calcareous sand is the main primary material in the runway construction. A certain type of calcareous sand near a certain reef of the South China Sea was studied in this paper. To investigate this specific calcareous sand, quartz sand was used as a reference for comparison. Microscopic 3-D imaging, compression and triaxial tests were conducted to test the micro, squeezing and shear properties. The effect mechanism of gradation on the calcareous sand’s compressibility and shear characteristics are discussed from a mesoscopic viewpoint using 3-D morphology. Calcareous sand particles are multiangular and flatter in comparison with quartz sand. The larger the particle sizes are, the more different the two sands’ morphologies are. The compressibility of calcareous sand is greater, and the effect of the coarse fraction (5–1?mm) content in the gradation plays the most significant role in this feature. When the coarse particles’ content is less than 25% and the mass ratio of the middle and fine particles (M) is constant, there is the worst coarse fraction content causing the calcareous sand to be most likely compressed. The worst coarse fraction content decreases with the increase in M, and an empirical formula is proposed. When the gradation, relative density and confining pressure are the same, the peak shear stress and strain of calcareous sand are all at a high level. The effect of confining pressure is manifested in calcareous sand. The shear strength and dilation of calcareous sand are also most affected by the medium coarse fraction (5–0.25?mm) content. 相似文献
995.
藤壶属(Genus Balanus)是甲壳类蔓足亚纲(Subclass Cirripedia)藤壶科(Family Balanidae)中最大的一属,它在有害海洋附着生物中是主要组成成分。许多种附着于船底、水下设施或建筑物上,致使船舰燃料消耗增加,航速减低,降低浮标浮力,缩小管道通路,侵占某些水产养殖对象的有效附着面,污损养殖架筏和绳索,加快水下金属的腐蚀等,对海防、海运交通、工业和渔业常造成一定危害,同人类的关系颇为密切。随着我国科学事业的发展,特别是附着生物防除工作的进展,对于种类的确切鉴定和生物学及生态学资料需要日益增多,只有在搞清种类的基础上,根据不同种的生物学和生态特征,采取相应的措施,才能有效地进行防除工作。
中国近海的藤壶属,国内外仅有一些零星记载,缺乏全面而系统的报告。我们早在五十年代,就注意到我国沿海常见的一些主要附着生物,特别是当时作为“布纹藤壶” Balanus Amphitrite communis Darwin(=B.reticulatus Utinomi)和“克氏藤壶”Balanus Amphitrite krügeri Nilsson-Cantell(=B.uliginosus Utinomi)描记的两个类型,无论在栖息环境、繁殖习性或幼虫形态上都有显著差异,因而怀疑它们不是一个种内的亚种,而应属于不同的种。为了解决上述和类似的问题,给生态和防除研究工作提供更为准确的基本资料,我们对藤壶亚目的种类进行了系统的研究,本文是研究报告的第一部分。根据的是中国科学院海洋研究所历年采集收藏的标本,共鉴定31种和亚种,分隶于7个亚属,其中有6新种,有9种在我国是首次记录(种名录见190页)。新种的模式标本均保存于中国科学院海洋研究所。 相似文献
996.
珠江口硒的形态分布特征 总被引:1,自引:0,他引:1
硒属于硫族元素,在化学和生物化学性质上,硒与硫、碲相似.它和砷一样也是一种类金属物质.硒广泛存在于自然界中,岩石、土壤、沉积物、水体、生物体以及大气环境都含有不同程度的硒.硒是生物必需的一种微量元素,一方面表现出重要的生物功能,另一方面在较高浓度下也表现出毒性,摄入过多可导致动物和人硒中毒[1].在陆源硒向海洋的输送中河流占重要贡献,河流可能是溶解硒输入海洋的主要来源[2,3].河口区是陆地径流与海水相互混合的地带,其中发生的反应直接影响元素的入海通量,因此研究河口化学元素的行为对估计河流向海洋的输入及建立全球生物地球化学循环模型有十分重要的意义. 相似文献
997.
给出了一些海区实测浮力频率剖面的数学模型.利用超几何函数对内波垂直模式方程进行了解析求解,得到内波模式方程的解析解和频散方程.利用得到的解析解给出了一种理想条件下内波前三阶简正模式的结构. 相似文献
998.
999.
The responses of a spar constrained by slack mooring lines to steep ocean waves and tensions in the mooring lines are simulated using two different numerical schemes: a quasi-static approach (SMACOS) and a coupled dynamic approach (COUPLE). The two approaches are the same in computing wave loads on the structure. Their difference is in modeling dynamic forces of mooring lines; that is the dynamic forces are included in the computation of COUPLE but neglected in SMACOS. The numerical simulation is examined against the laboratory measurements of the JIP Spar in a water depth of 318 m. The dynamic coupling effects between the JIP Spar and its mooring lines in different water depths (318, 618 and 1018 m) are investigated by the comparison of numerical simulations obtained using the quasi-static and coupled dynamic approaches. It is found that the damping of mooring lines reduces the slow-drift surge and pitch of the Spar, especially in deep water. The reduction in the amplitude of slow-drift surge can reach about 10% in a water depth of 1018 m. The tension in mooring lines may greatly increase in the wave frequency range when dynamic forces in mooring lines are considered. The mooring-line tension in the wave frequency range predicted by the coupled dynamic approach can be eight times as great as the corresponding prediction by the quasi-static approach in a water depth of 1018 m. This finding may have important implications for the estimation of the fatigue strength and life span of the mooring lines deployed in deep water oceans. 相似文献
1000.