全文获取类型
收费全文 | 1082篇 |
免费 | 232篇 |
国内免费 | 748篇 |
专业分类
测绘学 | 59篇 |
大气科学 | 70篇 |
地球物理 | 233篇 |
地质学 | 1455篇 |
海洋学 | 128篇 |
天文学 | 30篇 |
综合类 | 39篇 |
自然地理 | 48篇 |
出版年
2024年 | 4篇 |
2023年 | 13篇 |
2022年 | 51篇 |
2021年 | 63篇 |
2020年 | 67篇 |
2019年 | 66篇 |
2018年 | 19篇 |
2017年 | 27篇 |
2016年 | 49篇 |
2015年 | 41篇 |
2014年 | 60篇 |
2013年 | 59篇 |
2012年 | 76篇 |
2011年 | 148篇 |
2010年 | 115篇 |
2009年 | 117篇 |
2008年 | 127篇 |
2007年 | 113篇 |
2006年 | 99篇 |
2005年 | 85篇 |
2004年 | 83篇 |
2003年 | 75篇 |
2002年 | 65篇 |
2001年 | 52篇 |
2000年 | 47篇 |
1999年 | 49篇 |
1998年 | 46篇 |
1997年 | 47篇 |
1996年 | 37篇 |
1995年 | 31篇 |
1994年 | 27篇 |
1993年 | 21篇 |
1992年 | 26篇 |
1991年 | 15篇 |
1990年 | 10篇 |
1989年 | 4篇 |
1988年 | 4篇 |
1987年 | 3篇 |
1986年 | 8篇 |
1985年 | 7篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1982年 | 1篇 |
1978年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有2062条查询结果,搜索用时 78 毫秒
891.
892.
The Ms7.0 Lushan earthquake on April 20, 2013 is another destructive event in China since the Ms8.0 Wenchuan earthquake in 2008 and Ms7.1 Yushu earth- quake in 2010. A large number of strong motion recordings were accumulated by the National Strong Motion Obser- vation Network System of China. The maximum peak ground acceleration (PGA) at Station 51BXD in Baoxing Country is recorded as -1,005.3 cm/s2, which is even larger than the maximum one in the Wenchuan earthquake. A field survey around three typical strong motion stations confirms that the earthquake damage is consistent with the issued map of macroseismic intensity. For the oscillation period 0.3-1.0 s which is the common natural period range of the Chinese civil building, a comparison shows that the observed response spectrums are considerably smaller than the designed values in the Chinese code and this could be one of the reasons that the macroseismic intensity is lower than what we expected despite the high amplitude of PGAs. The Housner spectral intensities from 16 stations are also basically correlated with their macroseismic intensities, and the empirical distribution of spectral intensities from Lushan and Wenchuan Earthquakes under the Chinese scale is almost identical with those under the European scale. 相似文献
893.
Critical state soil mechanics is a useful framework to understand sand behavior. In this paper, a relationship is developed for estimating undrained critical shear strength of sands based on the critical state framework. The relationship is validated by comparison with laboratory test results and sand liquefied strength from field liquefaction failure case histories. Using this relationship, the influence of fines content on undrained critical shear strength is studied for different combinations of effective stress and density. The parametric study indicates that depending on soil void ratio, effective stress, and the shape and mineralogy of the fine particles, undrained critical strength may increase, remain the same, or decrease as the amount of fines content increases. Both the susceptibility to liquefaction and the severity of strain-softening are affected by adding fines. It is suggested that the critical state parameter is inadequate for describing the behavior of liquefiable sands and sand shearing-compressibility should be taken into account in liquefaction analysis. 相似文献
894.
Marziyeh Tari Sayyed Ali Moussavi Zarandi Kheirollah Mohammadi Mohammad Reza Zare 《Marine pollution bulletin》2013
Radionuclides which present in different beach sands are sources of external exposure that contribute to the total radiation exposure of human. 226Ra, 235U, 232Th, 40K and 137Cs analysis has been carried out in sand samples collected at six depth levels, from eight locations of the northern coast of Iran, Ramsar, using high-resolution gamma-ray spectroscopy. The average Specific activities of natural radionuclides viz., 226Ra, 235U, 232Th, 40K and 137Cs, in the 0–36 cm depth sand were found as: 19.2 ± 0.04, 2.67 ± 0.17, 17.9 ± 0.06, 337.5 ± 0.61 and 3.35 ± 0.12 Bq kg−1, respectively. The effects of organic matter content and pH value of sand samples on the natural radionuclide levels were also investigated. Finally, the measured radionuclide concentrations in the Ramsar beach were compared with the world average values, as reported by UNSCEAR (2000). None of the studied beaches were considered as a radiological risk. 相似文献
895.
896.
897.
采用2000~2004年中国地区34个台站的地磁日均值数据, 计算了通日和静日的平均年变率,以及静日的拟合年变率.应用上述年变率, 建立了2000.0~2005.0年代中国地区地磁场长期变化泰勒多项式模型和曲面样条模型.分析讨论了该泰勒多项式模型和曲面样条模型与国际地磁参考场长期变化模型(IGRF-SV)的异同, 结果表明,中国地区地磁长期变化的泰勒多项式模型与曲面样条模型的形态与数值是一致的,而且与IGRF-SV长期变化的趋势也是一致的,但中国地区地磁长期变化具有区域特征. 相似文献
898.
通过对渗透前后垃圾填埋场渗滤液进行化学成分的测定和分析,研究了GCL的吸附能力及其变化规律,并采用X射线荧光光谱分析对试验结果进行了验证。研究结果表明在渗透过程中GCL对渗滤液中的有机物和阳离子存在吸附作用,水化液对GCL的吸附能力有一定影响;在渗透开始阶段,GCL对垃圾渗滤液中阳离子和有机物的吸附能力比较强,而后逐渐达到吸附饱和状态而丧失吸附能力,因此用GCL作为防渗屏障,主要是依靠其低渗透特性,而非其对溶液中有机质和有害离子的吸附作用。通过对膨润土进行X射线荧光光谱分析也发现:经过渗透后的膨润土中除常见氧化物外,还有来自渗透液中被吸附的物质,但含量不大。 相似文献
899.
建筑物信息的完善是震前风险评估和震后损失评估的重要基础,决定着评估结果的精度。为了实现城市建筑物信息的快速采集,笔者对系统需求分析、架构设计、功能设计、数据库设计及核心功能实现等几个方面进行了研究,开发了基于Android的城市建筑物信息外业采集系统,并利用该系统对示范区进行了现场采集测试。实践证明,与传统采集方式相比,该系统人机交互简便,有利于现场非专业技术人员的操作,可以更好地应用于建筑物信息的外业采集,极大地提高了建筑物信息采集的效率,为地震灾害评估过程中建筑物信息数据采集提供技术支持。 相似文献
900.