全文获取类型
收费全文 | 5659篇 |
免费 | 1123篇 |
国内免费 | 1974篇 |
专业分类
测绘学 | 194篇 |
大气科学 | 202篇 |
地球物理 | 1842篇 |
地质学 | 4872篇 |
海洋学 | 801篇 |
天文学 | 37篇 |
综合类 | 264篇 |
自然地理 | 544篇 |
出版年
2024年 | 21篇 |
2023年 | 69篇 |
2022年 | 174篇 |
2021年 | 201篇 |
2020年 | 238篇 |
2019年 | 316篇 |
2018年 | 251篇 |
2017年 | 280篇 |
2016年 | 279篇 |
2015年 | 315篇 |
2014年 | 406篇 |
2013年 | 333篇 |
2012年 | 365篇 |
2011年 | 411篇 |
2010年 | 346篇 |
2009年 | 421篇 |
2008年 | 423篇 |
2007年 | 463篇 |
2006年 | 484篇 |
2005年 | 375篇 |
2004年 | 359篇 |
2003年 | 293篇 |
2002年 | 249篇 |
2001年 | 239篇 |
2000年 | 209篇 |
1999年 | 201篇 |
1998年 | 171篇 |
1997年 | 164篇 |
1996年 | 135篇 |
1995年 | 106篇 |
1994年 | 114篇 |
1993年 | 81篇 |
1992年 | 75篇 |
1991年 | 41篇 |
1990年 | 33篇 |
1989年 | 29篇 |
1988年 | 29篇 |
1987年 | 23篇 |
1986年 | 4篇 |
1985年 | 8篇 |
1984年 | 9篇 |
1983年 | 2篇 |
1982年 | 3篇 |
1981年 | 1篇 |
1980年 | 1篇 |
1977年 | 1篇 |
1954年 | 5篇 |
排序方式: 共有8756条查询结果,搜索用时 15 毫秒
181.
182.
成都粘土裂隙成因研究 总被引:1,自引:0,他引:1
赵翔 《地质灾害与环境保护》1997,8(4):40-46
根据成都粘土中裂隙特征与地质环境条件的分析,提出成都粘土中途中眩要裂隙类型的成因模式,上升剥蚀引起的垂向卸荷作用产生波状水平裂隙,冲沟切割引起的侧向卸荷作用,产生平行斜列隙裂。 相似文献
183.
184.
185.
基于GIS的攀西地区铂族元素成矿地质条件初步分析 总被引:2,自引:1,他引:2
攀西地区以良好的铂族元素(PGE)成矿地质背景,而成为我国铂族元素找矿热点地区之一。本文在建立攀西地区铂族元素矿床地质概念模型的基础上,用地理信息系统(GIS)分析了该地区的铂族元素成矿地质条件,包括地质构造、峨眉山玄武岩、基性一超基性岩和铂族元素地球化学异常特征。指出研究区的深大断裂对铂族元素的富集表现出很好的控制作用,峨眉山玄武岩为铂族元素的矿源层之一,岩浆岩为铂族元素的富集提供了成矿物质及成矿能量。 相似文献
186.
G. Gudehus R. O. Cudmani A. B. Libreros-Bertini M. M. Bühler 《Soil Dynamics and Earthquake Engineering》2004,24(4):319-342
The concept of in-plane and anti-plane shaking is introduced with a rigid block on a plane surface with Coulomb friction. Using a hypoplastic constitutive relation to model the mechanical behaviour of the soil, numerical solutions for a rigid block on a thin dry or saturated soil layer are obtained. The coupled nature of dynamic problems involving granular materials is shown, i.e. the motion of the block changes the soil state—skeleton stresses and density—which in turn affects the block motion. Motions of the block as well as soil response can be more realistically calculated by the new model. The same constitutive equation is applied to the numerical simulation of the propagation of plane waves in homogeneous and layered level soil deposits induced by a wave coming from below. Experiments with a novel laminar shake box as well as real seismic records from well-documented sites during strong earthquakes are used to verify the adequacy of the hypoplasticity-based numerical model for the prediction of soil response during strong earthquakes. The response of a homogeneous earth dam subjected to in-plane and anti-plane shaking is investigated numerically. In-plane and anti-plane shaking is shown to cause nearly the same spreading of a sand dam under drained conditions, whereas under undrained conditions anti-plane shaking causes stronger spreading of the dam. The dynamic behaviour of a breakwater founded on rockfill and soft clay during the 1995 Kobe earthquake is back-calculated to show the good performance of the proposed numerical model also with a structure. Section 9 deals with buildings on mattresses of densified cohesionless soils or fine-grained soils with granular columns, slopes with ‘hidden’ dams and structures on piles traversing clayey slopes to show the suitability of hypoplasticity-based models for the earthquake-resistant design and safety assessment of geotechnical systems. 相似文献
187.
Introduction Sichuan-Yunnan region is a major area with frequent strong earthquakes in Chinese mainland, especially the middle-southern segment of South-North Seismic Zone, where many strong earth-quakes occurred in history. In the past 30 years, Sichuan-Yunnan region has two seismically active periods: one is from Tonghai earthquake in 1970 to Longling-Songpan earthquake in 1976, the other is from Lancang earthquake in 1988 to now. During this two periods, the M=7.7 Tonghai, M=7.1 Dagua… 相似文献
188.
Although seismic isolation rubber bearings in bridges and buildings have proven to be a very effective passive method for reducing earthquake‐induced forces, a detailed mechanical modeling of the rubber that is used in bearings under large strains has not been established. Therefore, a 3D model of failure behavior and the design criteria for the safety evaluation of seismic isolation bearings have not yet been developed. This paper presents: (1) correlation‐based template‐matching algorithms to measure large strain fields of continua; (2) a failure criterion for rubber; and (3) the design criteria for the safety evaluation of laminated algorithms, data‐validation algorithms were developed and implemented to eliminate possible unrealistic displacement vectors present in the measured displacement field. The algorithms were successfully employed in the strain field measurement of LRB and rubber materials that are subjected to failure. The measured local strains for rubber material at failure were used to develop a failure criterion for rubber. The validity of the proposed criterion was evaluated by applying it to the LRB; the criterion was introduced into a 3D finite element model of LRB, compared with the experimental results of bearings failure, and verified. Finally, design criteria are proposed for LRB for the safety evaluation. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
189.
In this study the inelastic behavior of steel arch bridges subjected to strong ground motions from major earthquakes is investigated by dynamic analyses of a typical steel arch bridge using a three‐dimensional (3D) analytical model, since checking seismic performance against severe earthquakes is not usually performed when designing such kinds of bridge. The bridge considered is an upper‐deck steel arch bridge having a reinforced concrete (RC) deck, steel I‐section girders and steel arch ribs. The input ground motions are accelerograms which are modified ground motions based on the records from the 1995 Hyogoken‐Nanbu earthquake. Both the longitudinal and transverse dynamic characteristics of the bridge are studied by investigation of time‐history responses of the main parameters. It is found that seismic responses are small when subjected to the longitudinal excitation, but significantly large under the transverse ground motion due to plasticization formed in some segments such as arch rib ends and side pier bases where axial force levels are very high. Finally, a seismic performance evaluation method based on the response strain index is proposed for such steel bridge structures. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
190.
面向全国2000多个台站,应用数值预报产品释用MOS技术制作温度、降水、相对湿度、风、云量及能见度等要素预报,并实现了预报业务运行。通过建立MOS预报系统,表明预报因子和预报对象的处理、建方程前的参数选择以及预报因子的选取都会影响要素预报的质量,需要做大量的细致工作。预报检验结果显示,降水预报尚未达到可用程度.温度和相对湿度的短期预报在大多数情况下是可用的或是可参考的,但还有待进一步改进。降水预报尚需在预报因子和充分运用多种探测信息方面加以改进。 相似文献