全文获取类型
收费全文 | 1090篇 |
免费 | 272篇 |
国内免费 | 233篇 |
专业分类
测绘学 | 45篇 |
大气科学 | 4篇 |
地球物理 | 813篇 |
地质学 | 563篇 |
海洋学 | 129篇 |
综合类 | 25篇 |
自然地理 | 16篇 |
出版年
2024年 | 4篇 |
2023年 | 10篇 |
2022年 | 23篇 |
2021年 | 31篇 |
2020年 | 42篇 |
2019年 | 60篇 |
2018年 | 54篇 |
2017年 | 49篇 |
2016年 | 48篇 |
2015年 | 58篇 |
2014年 | 61篇 |
2013年 | 66篇 |
2012年 | 86篇 |
2011年 | 90篇 |
2010年 | 78篇 |
2009年 | 87篇 |
2008年 | 88篇 |
2007年 | 104篇 |
2006年 | 98篇 |
2005年 | 91篇 |
2004年 | 71篇 |
2003年 | 81篇 |
2002年 | 47篇 |
2001年 | 33篇 |
2000年 | 31篇 |
1999年 | 23篇 |
1998年 | 18篇 |
1997年 | 17篇 |
1996年 | 8篇 |
1995年 | 9篇 |
1994年 | 6篇 |
1993年 | 7篇 |
1992年 | 5篇 |
1991年 | 2篇 |
1990年 | 2篇 |
1987年 | 1篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1984年 | 3篇 |
1983年 | 1篇 |
排序方式: 共有1595条查询结果,搜索用时 375 毫秒
31.
In this study a field‐sampling technique for dissolved hydrogen (H2) in groundwater will be presented which allows the transport of gaseous samples into the laboratory for further analysis. The method consists of transferring the headspace trapped in a gas‐sampling bulb which is continuously purged by groundwater into previously evacuated vials using a gas‐tight syringe. Three transfer steps with preceding evacuation of the vial led to a H2‐recovery of 100 % in laboratory experiments. The method has been applied to determine H2 concentrations in an aquifer contaminated with chlorinated solvents. Tests concerning the effect of different pumping techniques on H2 concentrations revealed that most reliable values were obtained with a bladder pump, while an electrically driven submersible pump generated considerable amounts of hydrogen due to electrochemical interactions with the sampled water. Concentrations of dissolved hydrogen in field and laboratory samples were about two orders of magnitude higher when sampling was performed with the electrically driven submersible pump compared to sampling with the bladder pump and a peristaltic pump. Lab experiments with a Plexiglas reservoir to produce H2‐enriched water were used to study the effect of two tubing materials (PVC, polyamide) on H2 losses. PVC tubing turned out to allow transfer of H2‐enriched water over 25 m without significant losses, while PA‐tubing was not suitable for sampling of H2. 相似文献
32.
异型柱框架结构抗震设计研究 总被引:1,自引:1,他引:1
本文在充分考虑钢筋混凝土异型柱框架结构受力特点的基础上,从结构布置、内力组合与调整、轴压比限值和其他构造措施等方面,针对抗震计算和概念设计进行了分析与讨论,得出注重抗震计算分析、加强抗震概念设计等结论,分析过程和有关结论可供工程设计人员参考。 相似文献
33.
对14根钢筋混凝土矩形梁进行抗剪加固试验,研究在受剪区粘贴高强复合纤维的加固效果和设计方法。主要分析了纤维粘贴量、包裹方法和剪跨比等因素对钢筋混凝土加固梁受剪性能的影响和作用。对试验梁进行了全过程分析,并基于试验结果,提出了抗剪加固设计中复合纤维设计应变的合理取值和计算公式,阐述了具体加固设计模型和设计方法。 相似文献
34.
部分预应力混凝土扁梁框架节点的拟静力试验研究 总被引:4,自引:1,他引:4
本文进行了四个部分预应力混凝土扁梁框架节点的拟静力试验研究。通过四个不同试件的试验研究分析了节点的变形能力、耗能能力、延性和刚度退化等抗震性能,同时分析了低周反复荷载作用下预应力混凝土框架节点的破坏机理。 相似文献
35.
本文基于往复荷载作用下矩形钢管混凝土压弯构件的实验结果,比较了国内外比较典型的设计规范(程),包括英国BS5400(1979)、美国ACI318—99(1999)和AISC-LRFD(1999)、日本AIJ(1997)、欧洲EC4(1994)、中国GJB4142-2000(2001)和福建省地方标准(送审稿),及本文数值方法在计算往复荷载作用下矩形钢管混凝土压弯构件承载力的差异。结果表明,在进行往复荷载作用下矩形钢管混凝土压弯构件承载力计算时,各种计算方法获得的承载力都偏于安全,其中,数值计算结果与实验结果最接近,GJB4142—2000(2001)的计算结果与实验结果吻合程度稍差,ACI318—99(1999),EC4(1994)和福建省地方标准(送审稿)的计算结果比实验结果约低20%,而BS5400(1979)、AISC—LRFD(1999)和AIJ(1997)的计算结果比实验结果总体上低30%以上。本文结果可供进行矩形钢管混凝土结构设计时参考。 相似文献
36.
37.
38.
F. Colangelo 《地震工程与结构动力学》2005,34(10):1219-1241
This paper presents pseudo‐dynamic test results on the in‐plane seismic behaviour of infilled frames. Thirteen single‐storey, single‐bay, half‐size‐scale, reinforced concrete‐frame specimens, most of which infilled with non‐structural masonry made of perforated bricks and cement mortar are tested. The infills are in contact with frames, without any connector; openings are not covered. The frames are different in their strength and details, reinforcement grade, and aspect ratio. Seismic input is the 1976 Tolmezzo (Friuli, Italy) ground acceleration, to which specimens are subjected two times: virgin and damaged by the previous test. The global seismic response of initially virgin infilled specimens considerably differs from that of bare specimens. This follows a dramatic change of properties: compared to a bare frame, the initial stiffness increases by one order of magnitude, and the peak strength more than doubles. The peak drift lessens; however, the displacement ductility demand does not. The energy demand is greater. Nevertheless, the influence of infill decreases as damage proceeds. Displacement time histories of damaged specimens are quite similar. At the local level, infill causes asymmetry and concentration of the frame deformation. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
39.
40.
Analytical prediction of aggregates' effects on the ITZ volume fraction and Young's modulus of concrete 下载免费PDF全文
In order to evaluate analytically the ITZ volume fraction (fITZ) in concrete, a three phase model is proposed for the random concrete microstructure using the Voronoï tessellation. Within this model, the ITZ local thickness is a statistical variable depending on the local paste thickness available between each couple of neighbouring aggregates. The fITZ is found to not exceed 7% for typical concretes. Then, the concrete Young's modulus is predicted analytically using a four‐phase generalized self consistent model but in which the proposed fITZ is considered. It is found that the concrete Young's modulus increases when increasing aggregates volume fraction, aggregates maximum size and the proportion of coarse aggregates and when decreasing the ITZ thickness and Young's modulus. Finally, the validity of the proposed model is discussed based on a comparison between its predictions and three sets of experimental results related to normal and high strength concretes taken from literature. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献