全文获取类型
收费全文 | 641篇 |
免费 | 136篇 |
国内免费 | 64篇 |
专业分类
测绘学 | 62篇 |
大气科学 | 19篇 |
地球物理 | 434篇 |
地质学 | 140篇 |
海洋学 | 68篇 |
天文学 | 8篇 |
综合类 | 25篇 |
自然地理 | 85篇 |
出版年
2024年 | 3篇 |
2023年 | 2篇 |
2022年 | 5篇 |
2021年 | 11篇 |
2020年 | 15篇 |
2019年 | 19篇 |
2018年 | 22篇 |
2017年 | 31篇 |
2016年 | 26篇 |
2015年 | 23篇 |
2014年 | 35篇 |
2013年 | 31篇 |
2012年 | 37篇 |
2011年 | 31篇 |
2010年 | 27篇 |
2009年 | 35篇 |
2008年 | 32篇 |
2007年 | 53篇 |
2006年 | 51篇 |
2005年 | 42篇 |
2004年 | 45篇 |
2003年 | 26篇 |
2002年 | 29篇 |
2001年 | 19篇 |
2000年 | 21篇 |
1999年 | 24篇 |
1998年 | 15篇 |
1997年 | 19篇 |
1996年 | 20篇 |
1995年 | 15篇 |
1994年 | 22篇 |
1993年 | 12篇 |
1992年 | 8篇 |
1991年 | 8篇 |
1990年 | 4篇 |
1989年 | 7篇 |
1988年 | 3篇 |
1987年 | 1篇 |
1986年 | 5篇 |
1985年 | 2篇 |
1981年 | 1篇 |
1980年 | 1篇 |
1979年 | 1篇 |
1954年 | 2篇 |
排序方式: 共有841条查询结果,搜索用时 953 毫秒
151.
152.
A new type of steel moment resisting frame with bottom ? ange friction devices (BFFDs) has been developed to provide self-centering capacity and energy dissipation, and to reduce permanent deformations under earthquakes. This paper presents a numerical simulation of self-centering beam-column connections with BFFDs, in which the gap opening /closing at the beam-column interfaces is simulated by using pairs of zero-length elements with compression-only material properties, and the energy dissipation due to f... 相似文献
153.
Mohammad AlHamaydeh Sulayman Abdullah Ahmed Hamid Abdilwahhab Mustapha 《地震工程与工程振动(英文版)》2011,10(4):495-506
This study investigates the seismic design factors for three reinforced concrete (RC) framed buildings with 4, 16 and 32-stories in Dubai, UAE utilizing nonlinear analysis. The buildings are designed according to the response spectrum procedure defined in the 2009 International Building Code (IBC’09). Two ensembles of ground motion records with 10% and 2% probability of exceedance in 50 years (10/50 and 2/50, respectively) are used. The nonlinear dynamic responses to the earthquake records are computed using IDARC-2D. Key seismic design parameters are evaluated; namely, response modification factor (R), deflection amplification factor (Cd), system overstrength factor (Ωo), and response modification factor for ductility (Rd) in addition to inelastic interstory drift. The evaluated seismic design factors are found to significantly depend on the considered ground motion (10/50 versus 2/50). Consequently, resolution to the controversy of Dubai seismicity is urged. The seismic design factors for the 2/50 records show an increase over their counterparts for the 10/50 records in the range of 200%-400%, except for the Ωo factor, which shows a mere 30% increase. Based on the observed trends, period-dependent R and Cd factors are recommended if consistent collapse probability (or collapse prevention performance) in moment frames with varying heights is to be expected. 相似文献
154.
155.
Mads Faurschou Knudsen Peter Riisager Fabio Donadini Ian Snowball Raimund Muscheler Kimmo Korhonen Lauri J. Pesonen 《Earth and Planetary Science Letters》2008,272(1-2):319-329
All absolute paleointensity data published in peer-reviewed journals were recently compiled in the GEOMAGIA50 database. Based on the information in GEOMAGIA50, we reconstruct variations in the geomagnetic dipole moment over the past 50 kyr, with a focus on the Holocene period. A running-window approach is used to determine the axial dipole moment that provides the optimal least-squares fit to the paleointensity data, whereas associated error estimates are constrained using a bootstrap procedure. We subsequently compare the reconstruction from this study with previous reconstructions of the geomagnetic dipole moment, including those based on cosmogenic radionuclides (10Be and 14C). This comparison generally lends support to the axial dipole moments obtained in this study. Our reconstruction shows that the evolution of the dipole moment was highly dynamic, and the recently observed rates of change (5% per century) do not appear unique. We observe no apparent link between the occurrence of archeomagnetic jerks and changes in the geomagnetic dipole moment, suggesting that archeomagnetic jerks most likely represent drastic changes in the orientation of the geomagnetic dipole axis or periods characterized by large secular variation of the non-dipole field. This study also shows that the Holocene geomagnetic dipole moment was high compared to that of the preceding 40 kyr, and that 4 · 1022 Am2 appears to represent a critical threshold below which geomagnetic excursions and reversals occur. 相似文献
156.
近年来,国际上对于强震前的加速矩释放(AMR)现象是否可作为一种可靠的、带有普遍性的地震前兆现象争议较大.本文以2008年3月21日新疆于田MS7.3地震为例,试图从前兆存在的客观性和与地震发生的物理相关性两方面考察本次地震前的AMR现象.用“破裂时间分析”方程中的幂指数m作为描述震前加速矩释放“程度”的参量,在时间-空间-地震序列截止震级组成的三维参数空间(T,R,Mc)内考察AMR现象存在的客观性.考虑了多种因素对m(T, R, Mc)分布图像可能的影响,其中,余震是否删除和Mc对计算影响不大,但ML6.0以上“干扰”事件的影响则较大.结果表明,于田地震前的确存在AMR现象,但得到的m(T, R, Mc)分布图像较为复杂,可观测到两个明显的AMR集中分布区.此外,在以实际震中为圆心的多个圆形区域内,使用固定时间窗向实际发震时刻滑动逼近,可观测到m值逐渐减小,即加速特征逐渐明显的过程.对震前矩释放程度m值的时-空扫描结果显示,出现AMR现象的空间区域与震中位置似有较好的对应,但其时-空演化图像与滑动时-空窗的选取有关.这表明,本次MS7.3地震前的确存在AMR现象,并与其孕震过程在物理上相关.但本文仅是一个震例的研究,无法给出具有统计显著性的结论,此外,用AMR来约束地震发生的时间看来是困难的. 相似文献
157.
A collaborative structural analysis (CSA) system is developed, which is capable of performing highly sophisticated structural analyses utilizing beneficial features of existing individual structural analysis programs. In the system, the global equations of motion for the overall structural system are formulated in the host program. Some substructures, whose behaviors are relatively simple, are directly solved in the host program, whereas those having complex behavior are analyzed by the station programs. A time‐consuming static condensation procedure is needed for the substructures analyzed by the station programs if adopting an implicit integration scheme. The operator splitting (OS) method, which does not require tangential stiffness, can be used to improve the system efficiency. To this end, a hybrid formulation of the Newmark‐β and OS methods is proposed, and a CSA scheme based on the hybrid formulation is developed. In the CSA system adopting the hybrid formulation, the degrees of freedom whose tangential stiffness are unavailable are formulated by the OS method, whereas the rest are still formulated by the commonly used Newmark‐β method. Using the system, analyses of a three‐story‐braced steel moment‐resisting frame are conducted. In the analyses, the column bases are analyzed using the commercial finite element method software ABAQUS, and the remaining structural elements are analyzed using a frame analysis program called NETLYS. Results suggest that the hybrid formulation is very effective for the CSA system. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
158.
本文利用基于两层双共轭梯度-快速傅立叶变换的矩量法研究了一种新颖的宽带微带单极天线,该天线具有低轮廓特性,尺寸为24×31.7×1.6mm^3。设计的天线具有宽带特性,在3.1 GHz到11 GHz之间的反射系数Sn〈-10dB。详细探讨了上述天线的设计步骤和测试结果,结果证明该天线可以用于乳腺癌成像。 相似文献
159.
160.