全文获取类型
收费全文 | 6824篇 |
免费 | 1555篇 |
国内免费 | 3023篇 |
专业分类
测绘学 | 330篇 |
大气科学 | 1013篇 |
地球物理 | 1882篇 |
地质学 | 5820篇 |
海洋学 | 838篇 |
天文学 | 213篇 |
综合类 | 841篇 |
自然地理 | 465篇 |
出版年
2023年 | 35篇 |
2022年 | 80篇 |
2021年 | 117篇 |
2020年 | 82篇 |
2019年 | 99篇 |
2018年 | 109篇 |
2017年 | 106篇 |
2016年 | 116篇 |
2015年 | 129篇 |
2014年 | 138篇 |
2013年 | 137篇 |
2012年 | 124篇 |
2011年 | 589篇 |
2010年 | 399篇 |
2009年 | 553篇 |
2008年 | 238篇 |
2007年 | 383篇 |
2006年 | 564篇 |
2005年 | 642篇 |
2004年 | 1238篇 |
2003年 | 816篇 |
2002年 | 577篇 |
2001年 | 471篇 |
2000年 | 353篇 |
1999年 | 379篇 |
1998年 | 420篇 |
1997年 | 373篇 |
1996年 | 264篇 |
1995年 | 237篇 |
1994年 | 200篇 |
1993年 | 387篇 |
1992年 | 345篇 |
1991年 | 183篇 |
1990年 | 77篇 |
1989年 | 91篇 |
1988年 | 33篇 |
1987年 | 67篇 |
1986年 | 44篇 |
1985年 | 10篇 |
1983年 | 9篇 |
1982年 | 13篇 |
1978年 | 13篇 |
1977年 | 16篇 |
1976年 | 11篇 |
1950年 | 8篇 |
1943年 | 7篇 |
1940年 | 9篇 |
1937年 | 15篇 |
1933年 | 13篇 |
1924年 | 10篇 |
排序方式: 共有10000条查询结果,搜索用时 718 毫秒
71.
You Yage
YuZhi Associated Professor Guangzhou Institute of Energy Conversion Chinese Academy of Sciences Guangzhou
. Professor Guangzhou Institute of Energy Conversion Chinese Academy of Sciences Guangzhou 《中国海洋工程》1995,(4)
In this paper, the extreme wave loads on an on-shore wave power device are investigated. First, boundary element method is applied to solve the three dimensional potential problem based on the small amplitude wave assumption. Then the motion of the Oscillating Water Column (OWC) inside the device and its laods on the device are calculated in time domain. Several protective techniques often applied are simulated by changing the constraint of the upper end of the chamber of the device. Numerical results are used to judge the effectiveness of these techniques. The investigation shows that damping can not effectively restrain the motion of OWC when the period of incident wave is long, which may cause dangerous loads on the structure. The shut chamber can effectively restrain the motion of OWC, but alternatively cause high pressure in the chamber. A Contracting opening with a Taper (CT) can exhaust a great amount of kinetic energy of OWC, and significantly decrease the loads. It is a promising protective tec 相似文献
72.
Chen Guoping Yu Kuang-ming Zhang Jiachang Assistant Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing
Prof. Senior Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing
Senior Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1991,(4)
This paper discusses the effect of berm width and elevation of composite slope on irregular wave run-up. Based on the data obtained from model tests, the formula and distribution of irregular wave run-up on composite slope are derived. The changing of wind speed, width and elevation of the berm are considered comprehensively. The wave run-up with various exceedance probability can be es-timated utilizing the distribution curves of irregular wave run-up. 相似文献
73.
The modified hybrid element method (MHEM) is utilized to predict and analyze wave forces on arbitrarily shaped multiple bodies. This method can be applied to waves of all water depths, i. e. shallow, intermediate, and deep waters, on slowly varying seabed. The MHEM employs the ICCG method to save CPU and storage, thus the computation of wave forces for large multi-body systems can be carried out on microcomputers. Numerical results of the present method are compared with experimental data and other solutions. It is shown that the MHEM provides more accurate solutions of the wave forces than other numerical methods do. Therefore, the methodology presented herein can be used in the design of coastal and ocean structures. 相似文献
74.
通过对东京湾两年度不同季节海水分光反射率与叶绿素浓度进行统计分析,结果表明,叶绿素浓度C与两谱段分光反射率之比Rw(λj)/Rw(λj)具有幂函关系C=A[Rw(λj)/Rw(λj)B。两者的对数显示出较好的线性关系,即logC=logA+Blog[Rw(λj)/Rw(λj)]。负相关系数达0.99。相关方程之一为C=3.329[Rw(520)/Rw(550)]-1.384(1987年6月初).在梅雨季节之后,相关方程为C=12.68[Rw(520)/Rw(550)]-2.010(1988年8月)。这表明了海湾或混浊的沿岸水质,在叶绿素浓度算法中,统计参数A和B的确立,要基于不同季节不同水质的现场观测资料。 相似文献
75.
76.
Li Yucheng He Ming Professor Dalian University of Technology Dalian Former master student Dalian University of Technology Dalian 《中国海洋工程》1994,(3)
-Based on the extended Morison Equation and model tests, the in-line forces on small square cylinders caused by waves (regular and irregular) and currents are analyzed in detail in this paper. The hydrodynamic coefficient CD and Cu related to KC number and the effect of direction of wave incidence are also given, which can be used in engineering practice. 相似文献
77.
Li Dashan Shen Ying Ren Rushu Chen Yao
Senior Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing Associate Professor Hohai University Nanjing Master Hohai University Nanjing 《中国海洋工程》1997,(1)
In this paper,the characteristics of density current under the action of waves are describedwith the help of flume experiment and theoretical analysis.The study shows that turbid water under the ac-tion of the waves can present three types of motion,i.e.significant stratification,fragile stratification andstrong mixing.The motion of turbid water presents significant stratification when(H/D)/△ρ/ρ~(1/2)≤4.5,generally this state is known as density current.The formulas of motionvelocity,thickness,and discharge of density current moving on horizontal bottom are derived by use of ba-sic equations such as momemtum equation,equation of energy conservation and continuity equation offluid.The time-average velocity and the thickness of density current under the action of waves have a rela-tionship with such parameters as relative density(△ρ/ρ),wave height(H),and water depth(D).Whenthese parameters are determined,the time-average thickness and motion velocity of density current are al-so determined.The relat 相似文献
78.
Yu Xiaodong Yan Shuwang Sun Wanhe
Postgraduate Student Tianjin University Tianjin Professor Tianjin University Tianjin Senior Engineer Tianjin Port Engineering Institute Tianjin 《中国海洋工程》1997,(2)
At pesent,it is very popular to estimate pile bearing capacity by use of empirical formula andphysical indexes of soil provided in the design codes for civil construction in China.This paper attempts toapply mechanical indexes of soil and semi-empirical formulas,which are based on soil mechanical theoriesand were summarized and presented by Meyerhof in 1976,to calculate the axial pile bearing capacity.Lo-ading test results of 24 single piles in Tianjin area have been collected and compared with the proposed cal-ulation approach. 相似文献
79.
80.
Zhang Jianguo Yan Chi Yan Shuwang
Lecturer Dept. of Hydraulic Eng. Tianjin University Tianjin Associate Professor Dept. of Hydraulic Eng. Tianjin University Tianjin Professor Dept. of Hydraulic Eng. Tianjin University Tianjin 《中国海洋工程》1996,(1)
This paper describes the model tests for determining the axial friction and the lateral resistance of sand to pipeline by using fine sand and prototype pipeline, and the calculation method based on limit analysis theory is verified. The effect of cyclic loading is considered in the test. 相似文献