全文获取类型
收费全文 | 1841篇 |
免费 | 491篇 |
国内免费 | 295篇 |
专业分类
测绘学 | 64篇 |
大气科学 | 74篇 |
地球物理 | 1068篇 |
地质学 | 927篇 |
海洋学 | 330篇 |
天文学 | 39篇 |
综合类 | 57篇 |
自然地理 | 68篇 |
出版年
2024年 | 5篇 |
2023年 | 26篇 |
2022年 | 53篇 |
2021年 | 63篇 |
2020年 | 97篇 |
2019年 | 82篇 |
2018年 | 81篇 |
2017年 | 85篇 |
2016年 | 69篇 |
2015年 | 86篇 |
2014年 | 120篇 |
2013年 | 121篇 |
2012年 | 123篇 |
2011年 | 134篇 |
2010年 | 105篇 |
2009年 | 148篇 |
2008年 | 133篇 |
2007年 | 150篇 |
2006年 | 124篇 |
2005年 | 118篇 |
2004年 | 107篇 |
2003年 | 101篇 |
2002年 | 86篇 |
2001年 | 63篇 |
2000年 | 60篇 |
1999年 | 46篇 |
1998年 | 38篇 |
1997年 | 32篇 |
1996年 | 28篇 |
1995年 | 18篇 |
1994年 | 18篇 |
1993年 | 21篇 |
1992年 | 17篇 |
1991年 | 12篇 |
1990年 | 15篇 |
1989年 | 12篇 |
1988年 | 4篇 |
1987年 | 6篇 |
1986年 | 7篇 |
1985年 | 4篇 |
1984年 | 4篇 |
1980年 | 2篇 |
1978年 | 2篇 |
1976年 | 1篇 |
排序方式: 共有2627条查询结果,搜索用时 15 毫秒
61.
由于良好的疲劳特性,自由站立式立管(FSHR)正广泛应用于深海油气田的开发当中。首先根据设计参数建立FSHR详细的有限元模型,然后利用谱分析方法对FSHR进行总体运动疲劳分析,以确定FSHR总体设计参数是否满足运动疲劳要求。最后对工作于相同环境下的钢悬链立管(SCR)进行总体运动疲劳分析,探讨哪种立管系统的疲劳性能更为优良。计算结果表明FSHR系统中刚性主管最大运动疲劳损伤出现在刚性主管顶部,FSHR总体设计参数满足规范要求;FSHR总体运动疲劳寿命要远大于SCR,体现了FSHR系统对浮体运动与刚性主管之间具有良好的解耦作用。 相似文献
62.
The Chos Malal fold and thrust belt (FTB) is a thick-skinned mountain belt formed by Mesozoic deposits of the Neuquén Basin during the Andean orogeny. Four structural cross-sections in the entire deformed area, supported by field and subsurface data, suggest a strong link between thick and thin-skinned structures. Major Andean thrusts branching from a detachment placed 12 km into the crust created large basement wedges, which were inserted in the cover producing minor order structures. The westernmost of these wedges is exposed forming the Cordillera del Viento, while others basement slices at depth were interpreted from seismic lines. These thick-skinned structures transferred deformation to the cover along the Auquilco Formation and contributed to create all thin-skinned structures surveyed in the Chos Malal FTB. We recognized half-graben geometries in the seismic lines, preserving their extensional configuration, which suggests that the main normal faults were not inverted. Shortenings calculated from the restoration of the four cross-sections are 16.9 km (29.7%), 16.9 km (29.7%), 14.7 km (26.9%) and 14.15 km (26.3%), which evidence a slight diminution of the contraction toward the south probably associated with the plunge of the Cordillera del Viento structure in this segment of the Chos Malal FTB. 相似文献
63.
A new larger benthic porcelaneous foraminifer of soritid affinity is described as Rajkanella hottingerinaformis n. gen., n. sp. from the middle-upper Cenomanian of Kosovo. It occurs in foraminiferal packstones and grainstones, in association with cuneolinids, rhapidionids, chrysalidinids, and other benthic foraminifers. Due to its general morphology and superficial chamber subdivision by exoskeletal elements, Rajkanella n. gen. can be compared with the early Paleogene genus Hottingerina Drobne, 1975, from which it mainly differs in its apertural features, ornamented test, and coiled adult stage. Further differences to coeval Pseudorhapydionina De Castro, 1971, Pseudorhipidionina De Castro, 1971, and to other comparable genera, are discussed. The discovery of Rajkanella hottingerinaformis in the middle-upper Cenomanian is a further witness of the significant radiation and blooming of increasingly complex porcelaneous foraminifers in inner platform, shallow-water depositional settings during that period. 相似文献
64.
65.
介绍了国内外铝合金钻杆的研制现状,分析了绳索取心铝合金钻杆在地质钻探中的优势。对φ71 mm×5.5 mm绳索取心铝合金钻杆体与钢接头连接结构进行了详细设计。通过对试验钻杆进行静拉力、扭矩试验,得出了铝合金钻杆体与钢接头主要技术参数。 相似文献
66.
根据目前国内外预应力抗拔抗浮桩、部分粘结预应力抗拔抗浮桩的优缺点以及使用的局限性——长螺旋钻机对于桩径>800 mm或桩长>30 m的桩力不从心,研究了应力分散型预应力抗拔桩及钢筋钢绞线笼系列技术,用于一个直径1 m、桩长60 m的抗拔桩工程,采用旋挖成孔,可实现在工程桩上进行大吨位试桩,受力合理,节省资金和工期,实践证明该系列技术有很好的应用前景。 相似文献
67.
红纤维虾海藻作为海洋沉水高等植物具有重要的生态与渔业价值。该物种目前已经处于濒 危状态, 且研究资料十分匮乏。本研究通过实地生境调查, 对其进行了形态学与解剖学研究, 并在此 基础上对其海洋环境的结构适应性进行了较为深入的探讨。研究结果表明: 红纤维虾海藻须根末端 膨大并密生根毛, 有利于增强植株的抓附能力和吸收能力; 表皮细胞细胞壁具有类似栓化细胞初生 壁性质的六面加厚现象, 与外部多层皮层厚角组织形成机械组织区, 叶鞘内侧含有丰富的机械组织, 使结构的抗性加强, 能承受较强的海流冲击; 雄花序中无退化雌蕊, 雌花序兼具雌蕊和退化的雄蕊, 花序轴两侧着生数枚桨状小苞片, 花粉丝状, 利于授粉, 传粉方式为水媒和半水媒传粉; 小坚果密 生倒向长鬃毛, 便于果实在海流中固着锚定。该研究弥补了目前对海洋沉水高等植物适应性进化特 征理解的不足, 也为该物种在生态修复中的应用提供了科学依据。 相似文献
68.
The objective of this study is to determine numerical estimations of seismic amplifications of waves traveling from offshore to shore considering the effect of sea floor configurations. According to the Boundary Element Method, boundary elements were used to irradiate waves and density force can be determined for each element. From this hypothesis, Huygens’ Principle is implemented since diffracted waves are constructed at the boundary from which they are radiated and this is equivalent to Somigliana's theorem. Application of boundary conditions leads to determine a system of integral equations of Fredholm type of second kind, which is solved by the Gaussian method. Various numerical models were analyzed, a first one was used to validate the proposed formulation and some other models were used to show various ideal sea floor configurations to estimate seismic amplifications. Once the formulation was validated, basic slope configurations were studied for estimating spectra of seismic amplifications for various sea floor materials. In general terms, compressional waves (P-waves) can produce seismic amplifications of the incident wave in the order of 2–5. On the other hand, distortional waves (S-waves) can produce amplifications up to 5.5 times the incident wave. A relevant finding is that the highest seismic amplifications due to an offshore earthquake are always located near the shore-line and not offshore despite the seafloor configuration. 相似文献
69.
通过对钢质浮顶油罐雷电防护技术和施工工艺的研究,分析了钢质大型浮顶油罐的防雷技术措施;针对相关国家规范只有条文规定而无相应施工图集的问题,给出了相应的防雷施工工艺图,以供油库防雷设计和施工管理人员参考. 相似文献
70.
This paper describes the identification of finite dimensional, linear, time‐invariant models of a 4‐story building in the state space representation using multiple data sets of earthquake response. The building, instrumented with 31 accelerometers, is located on the University of California, Irvine campus. Multiple data sets, recorded during the 2005 Yucaipa, 2005 San Clemente, 2008 Chino Hills and 2009 Inglewood earthquakes, are used for identification and validation. Considering the response of the building as the output and the ground motion as the input, the state space models that represent the underlying dynamics of the building in the discrete‐time domain corresponding to each data set are identified. The time‐domain Eigensystem Realization Algorithm with the Observer/Kalman filter identification procedure are adopted in this paper, and the modal parameters of the identified models are consistently determined by constructing stabilization diagrams. The four state space models identified demonstrate that the response of the building is amplitude dependent with the response frequency and damping, being dependent on the magnitude of ground excitation. The practical application of this finding is that the consistency of this building response to future earthquakes can be quickly assessed, within the range of ground excitations considered (0.005g–0.074g), for consistency with prior response—this assessment of consistent response is discussed and demonstrated with reference to the four earthquake events considered in this study. Inclusion of data sets relating to future earthquakes will enable the findings to be extended to a wider range of ground excitation magnitudes. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献