全文获取类型
收费全文 | 3982篇 |
免费 | 866篇 |
国内免费 | 672篇 |
专业分类
测绘学 | 85篇 |
大气科学 | 207篇 |
地球物理 | 2928篇 |
地质学 | 1169篇 |
海洋学 | 606篇 |
天文学 | 7篇 |
综合类 | 180篇 |
自然地理 | 338篇 |
出版年
2024年 | 20篇 |
2023年 | 78篇 |
2022年 | 146篇 |
2021年 | 165篇 |
2020年 | 222篇 |
2019年 | 215篇 |
2018年 | 192篇 |
2017年 | 202篇 |
2016年 | 194篇 |
2015年 | 233篇 |
2014年 | 298篇 |
2013年 | 242篇 |
2012年 | 254篇 |
2011年 | 268篇 |
2010年 | 256篇 |
2009年 | 255篇 |
2008年 | 246篇 |
2007年 | 273篇 |
2006年 | 229篇 |
2005年 | 207篇 |
2004年 | 197篇 |
2003年 | 170篇 |
2002年 | 154篇 |
2001年 | 112篇 |
2000年 | 114篇 |
1999年 | 104篇 |
1998年 | 96篇 |
1997年 | 89篇 |
1996年 | 78篇 |
1995年 | 51篇 |
1994年 | 40篇 |
1993年 | 32篇 |
1992年 | 23篇 |
1991年 | 15篇 |
1990年 | 11篇 |
1989年 | 11篇 |
1988年 | 5篇 |
1987年 | 9篇 |
1986年 | 2篇 |
1985年 | 4篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1982年 | 2篇 |
1979年 | 2篇 |
1954年 | 1篇 |
排序方式: 共有5520条查询结果,搜索用时 15 毫秒
21.
动荷载作用下海底粉土的孔压响应及其动强度 总被引:5,自引:0,他引:5
本文选用近海分布较广的粉土为研究对象 ,利用室内动三轴试验结果 ,找出动荷载作用下粉土的动应力应变关系 ,分析模拟波浪荷载作用下粉土中的孔压响应、临界循环次数 ,确定波浪作用下粉土的应力状态、破坏临界循环次数 ,判断不同深度处的粉土发生液化的可能性及发生液化所需要的时间 ;研究粉土在动荷载作用下的强度降低 ,为海上工程设计和施工提供科学依据。 相似文献
22.
In this study, unlike most previous investigations for wave-induced soil response, a simple semi-analytical model for the random wave-induced soil response is established for an unsaturated seabed of finite thickness. Two different wave spectra, the B-M and JONSWAP spectra, are considered in the new model. The influence of random wave loading on the soil response is investigated by comparing with the corresponding representative regular wave results through a parametric study, which includes the effect of the degree of saturation, soil permeability, wave height, wave period and seabed thickness. The maximum liquefaction depth under the random waves is also examined. The difference on the soil response under the two random wave types, B-M and JONSWAP frequency spectra, is also discussed in the present work. 相似文献
23.
半潜式超大浮体连接器动力特性的一种时间序列分析方法 总被引:1,自引:2,他引:1
根据刚性模块弹性连接器 (RMFC)假设研究由 3个模块连接而成的半潜式超大浮体MobileOffshoreBase(MOB)的波浪载荷动力响应。模块和连接器动力响应根据时间序列法计算 ,这种方法包括海况模拟 ,波浪载荷计算和结构响应计算三个主要部分。通过对结构的适当简化 ,根据Airy波理论 ,Morrison公式以及流体中的结构运动方程、弹性连接器变形方程 ,计算求得MOB在不规则海况下的动力响应 ,并将其与相关文献中的结果进行比较 ,表明该方法有良好的精确性 相似文献
24.
1 .IntroductionRecentlygreatinteresthasbeenshowninthedevelopmentofverylargefloatingstructuressuchasMegaFloatofJapan (Isobe ,1 999)andMOBofUSA (Remmers ,1 999) .Owingtotheirextremelargesizeandgreatflexibility ,thecouplingbetweenthestructuraldeformationandfluidmotionissignifi cant.Thisisatypicalproblemofhydroelasticity .Efficientandaccurateestimationofthehydroelasticresponseofverylargefloatingstructuresinwavesisveryimportantfordesign .Manymethodshavebeenproposedinliteratureforthepredictiono… 相似文献
25.
若把河口潮位时间序列简单地看为单输入和输出线性系统模型的输入输出信号,借助频谱分析可以将它们在频域内的关系建立起来,用来进行潮位序列的插补,带通滤波技术的应用可使模型的计算精度大大提高 相似文献
26.
This paper is concerned with the models appropriate for the dynamic assessment of jack-ups, concentrating particularly on the long-term response due to random ocean waves and on work-hardening plasticity models used for spud-can response. A methodology for scaling of short-term statistics, calculated using a Constrained NewWave technique, is shown in a numerical experiment for an example jack-up and central North Sea location. The difference in long-term extreme response statistics due to various footing assumptions is emphasised. Results for two environmental load conditions are described (one excluding and one including wind and current effects) and the role of sea-state severity in the variation of short-term extreme response statistics is also highlighted. 相似文献
27.
In this study, the impact of oceanic processes on the sensitivity of transient climate change is investigated using two sets of coupled experiments with and without tidal forcing, which are termed Exp_Tide and Exp_Control,respectively. After introducing tidal forcing, the transient climate response(TCR) decreases from 2.32 K to 1.90 K,and the surface air temperature warming at high latitudes decreases by 29%. Large ocean heat uptake efficiency and heat storage can explain the low TCR in Exp_Tide. Approximately 21% more heat is stored in the ocean in Exp_Tide(1.10×10~(24) J) than in Exp_Control(0.91×10~(24) J). Most of the large ocean warming occurs in the upper 1 000 m between 60°S and 60°N, primarily in the Atlantic and Southern Oceans. This ocean warming is closely related to the Atlantic Meridional Overturning Circulation(AMOC). The initial transport at mid-and high latitudes and the decline in the AMOC observed in Exp_Tide are both larger than those observed in Exp_Control. The spatial structures of AMOC are also different with and without tidal forcing in present experiments. The AMOC in Exp_Tide has a large northward extension. We also investigated the relationship between AMOC and TCR suggested by previous studies using the present experiments. 相似文献
28.
1 .IntroductionNowadays tremendous efforts have been devotedtothe analysis of randomseismic responses .Forexample ,American PetroleumInstitute (API) has declared that the analysis of randomseismic re-sponsesis a useful tool for safety inspection. Owing to the complexity of platformand randomness ofload,it is difficult to carry out the randomresponse analysis of a jacket platform. The conventionalrandomvibration methods ,such as square root of the sumof squares (SRSS) and complete quadratic… 相似文献
29.
箱式超大型浮体结构在规则波中的水弹性响应研究 总被引:3,自引:5,他引:3
利用三维线性水弹性理论研究了箱式超大型浮体结构在正弦规则波中的动力响应,用Bernoulli-Euler梁解析解计算结构在真空中的动力特性,用弹性体三维势流理论计算结构的水动力系数,浮体结构在单位波幅规则波中的刚体运动幅值与DNV/WADAM程序的计算结果进行了比较,并给出了垂向弯曲模态的位移,弯矩随波浪频率的变化规律,由于箱式浮体结构的低阶固有频率很低,相应的弹性振型的响应与刚体运动耦合,结构在波浪中没有发现明显的低阶弹性模态谐振。 相似文献
30.
A numerical procedure is described for predicting the motion and structural responses of tension leg platforms (TLPs) in waves. The developed numerical approach, in a TLP is assumed to be flexible instead of rigid, is based on a combination of the three dimensional source distribution method and the finite-element method. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural response analysis. Numerical results are compared with the experimental and numerical ones. The results of comparison confirmed the validity of the proposed approach. 相似文献