全文获取类型
收费全文 | 7868篇 |
免费 | 1734篇 |
国内免费 | 2681篇 |
专业分类
测绘学 | 929篇 |
大气科学 | 1503篇 |
地球物理 | 1670篇 |
地质学 | 4840篇 |
海洋学 | 1463篇 |
天文学 | 160篇 |
综合类 | 809篇 |
自然地理 | 909篇 |
出版年
2024年 | 51篇 |
2023年 | 170篇 |
2022年 | 425篇 |
2021年 | 537篇 |
2020年 | 442篇 |
2019年 | 560篇 |
2018年 | 527篇 |
2017年 | 493篇 |
2016年 | 529篇 |
2015年 | 555篇 |
2014年 | 629篇 |
2013年 | 592篇 |
2012年 | 654篇 |
2011年 | 634篇 |
2010年 | 616篇 |
2009年 | 581篇 |
2008年 | 566篇 |
2007年 | 502篇 |
2006年 | 474篇 |
2005年 | 381篇 |
2004年 | 307篇 |
2003年 | 277篇 |
2002年 | 276篇 |
2001年 | 251篇 |
2000年 | 199篇 |
1999年 | 197篇 |
1998年 | 142篇 |
1997年 | 150篇 |
1996年 | 110篇 |
1995年 | 97篇 |
1994年 | 63篇 |
1993年 | 71篇 |
1992年 | 46篇 |
1991年 | 36篇 |
1990年 | 25篇 |
1989年 | 18篇 |
1988年 | 22篇 |
1987年 | 17篇 |
1986年 | 10篇 |
1985年 | 10篇 |
1984年 | 10篇 |
1983年 | 8篇 |
1982年 | 2篇 |
1981年 | 3篇 |
1980年 | 3篇 |
1979年 | 2篇 |
1975年 | 1篇 |
1958年 | 3篇 |
1957年 | 2篇 |
1954年 | 6篇 |
排序方式: 共有10000条查询结果,搜索用时 203 毫秒
41.
采用静态急性毒性实验研究了重金属Pb~(2+)对青蛤(Cyclina sinensis)的生物急性毒性效应,测定了在96 h Pb~(2+)半致死浓度的1/10(TC组)和1/100(SC组)两个浓度胁迫下,血淋巴液中酸性磷酸酶(ACP)、碱性磷酸酶(AKP)和溶菌酶(LSZ)活性的变化。结果显示:Pb~(2+)的96 h LC50为7.938 mg/L; SC组ACP活性表现为诱导-抑制趋势,除4 d外均与对照组差异显著(P0.05), TC组为抑制趋势,为3个组中的最低,与对照组差异显著(P0.05);实验组SC组和TC组的AKP、LSZ活性均表现为前期为诱导中后期受抑制的趋势,与对照组差异显著(P0.05),且TC组活性始终低于SC组,表现出Pb~(2+)的胁迫浓度越高酶活性受到的抑制作用越大。以上结果表明,重金属Pb~(2+)对青蛤的毒性级别为高毒级,能造成青蛤免疫相关酶的活性受到抑制,影响青蛤的免疫能力,而且这种抑制作用随着环境中Pb~(2+)浓度增加而增加。 相似文献
42.
简要阐述地震小区划在现代城市建设中的重要性以及在实施地震小区划的研究中浅层地震探测的重要作用及其方法原理,并给出应用浅层地震探测在城市地震小区划中的实例。 相似文献
43.
44.
本文研究了虾蟹海产品香味的前体物质在加热前后的变化。实验结果表明:对虾和蟹肌肉中的糖原和不饱和脂肪酸在加热前后含量下降,糖原是Maillard反应的基础物质.不饱和脂肪酸是虾蟹肌肉香味中羰基化合物的前体物质。虾蟹肌肉中主要积累的核苷酸成分AMP在加热后减少,而肌肉提取物中的游离氨基酸和结合氨基酸,特别是疏水氨基酸含量均增加。 相似文献
45.
云南程海近500年来湖泊初始生产力的演化 总被引:14,自引:1,他引:14
程海为富营养化封闭湖泊,通过对程海CH01乳沉积物色素分析,定性恢复了近500a来程海湖泊初始生产力演化过程,结果表明,近500a来程海湖泊初始生产力总体上呈现由低到高的上升趋势,其中1700AD前后,1790AD前后是湖泊初始生产力出现变化的界限,另外,色素含量变化揭示研究时期内存在1750AD前后,1930AD前后二次明显暖波动。 相似文献
46.
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
47.
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
48.
This paper presents a numerical model study of the propagation of water waves using the parabolic approximation of the mild-slope equation in the orthogonal coordinate system. Two types of coordinate systems are studied: (a) a general form of orthogonal coordinate system and (b) the conformal system, a special form of orthogonal coordinate system. Two typical examples, namely, expanded breakwaters and a circular channel, are studied to validate the model. First, the examples are studied by use of the general orthogonal coordinates. Then the same examples are computed by use of the confonnal system. The computational results show that the confonnal coordinate system generally gives better predictions than the general orthogonal system. A numerical technique for generating the conformal grid is combined with the numerical model to improve the practicability of the model. The comparison between the result from the numerical grid system and that from the analytical grid system shows that reliable computational results can be obtained by use of the numerical confonnal grid system. 相似文献
49.
双层局部开孔板沉箱对波浪反射的理论研究 总被引:1,自引:0,他引:1
提出了一种用于研究由双层开孔板和一个不透水后板的开孔结构对斜向波反射率的理论分析方法。整个流域被分成三个子域,在每个子域内应用特征函数展开法以得到该域内包含未知展开系数的势函数的表达式,在速度势的展开中,考虑了非传播模态波浪的影响。通过匹配开孔板处的边界条件可以求解待定的展开系数,继而求解双层开孔板防波堤结构对斜向波的反射率。数值计算结果与试验结果进行了比较,符合较好。并进一步讨论了几个重要因素对反射系数的影响。 相似文献
50.