全文获取类型
收费全文 | 1594篇 |
免费 | 267篇 |
国内免费 | 228篇 |
专业分类
测绘学 | 262篇 |
大气科学 | 110篇 |
地球物理 | 749篇 |
地质学 | 551篇 |
海洋学 | 152篇 |
天文学 | 11篇 |
综合类 | 106篇 |
自然地理 | 148篇 |
出版年
2024年 | 8篇 |
2023年 | 16篇 |
2022年 | 41篇 |
2021年 | 48篇 |
2020年 | 53篇 |
2019年 | 59篇 |
2018年 | 59篇 |
2017年 | 58篇 |
2016年 | 60篇 |
2015年 | 69篇 |
2014年 | 103篇 |
2013年 | 97篇 |
2012年 | 102篇 |
2011年 | 97篇 |
2010年 | 85篇 |
2009年 | 84篇 |
2008年 | 85篇 |
2007年 | 114篇 |
2006年 | 133篇 |
2005年 | 97篇 |
2004年 | 81篇 |
2003年 | 76篇 |
2002年 | 74篇 |
2001年 | 67篇 |
2000年 | 57篇 |
1999年 | 54篇 |
1998年 | 43篇 |
1997年 | 33篇 |
1996年 | 21篇 |
1995年 | 25篇 |
1994年 | 14篇 |
1993年 | 17篇 |
1992年 | 12篇 |
1991年 | 11篇 |
1990年 | 10篇 |
1989年 | 9篇 |
1988年 | 4篇 |
1987年 | 3篇 |
1986年 | 2篇 |
1985年 | 2篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1978年 | 3篇 |
排序方式: 共有2089条查询结果,搜索用时 15 毫秒
31.
This article presents a numeric comparative study of the inelastic structural response of base isolated buildings. The comparative study includes the following isolation systems: laminated rubber bearings, New Zealand one, pure friction and the frictional pendulum ones. The study is based on obtaining non‐linear response spectra for various design parameters using six earthquake records. Usually the base isolation of a new building seeks to maintain the structure in the linear elastic range. The response of old weak buildings or the response of new ones subjected to extreme earthquakes may not be, necessarily, in the aforementioned ideal elastic range. Consequently, it is important to characterize the response of isolated buildings responding inelastically. A conclusion from this research is that the isolators affect significantly the structural response of weak systems. Rubber isolators seem slightly less sensitive to plastification that may occur in the structure compared to friction isolators. Ductility demands in the structure are affected significantly by friction and neoprene protected systems, in particular sliding ones where larger demands are obtained. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
32.
33.
34.
高职教育是GIS人才培养的重要组成部分。本文通过介绍职教GIS专业的建设,探索GIS实践教学与实践基地建设模式、方法及对人才培养的影响。 相似文献
35.
采用基础摩擦隔震房屋高宽比限值的研究 总被引:12,自引:3,他引:12
大量的试验结果和地震经验表明,采用基础隔震方法能有效地提高建筑物的抗震能力,但建筑物的高度在什么范围,即建筑物的高宽比在什么范围内才适合采用这种方法,仍然是一个有待解决的课题。本文对采用基础滑移隔震多层砌体房屋在实际地震作用下的抗倾覆高宽比限值进行了研究,利用Wilson-θ数值积分方法计算,得到了多层砌体房屋的高宽比限值的统计值。其数值结果可供编制建筑隔震设计规程参考。 相似文献
36.
广东侨乡外向型经济优势及其地缘背景研究 总被引:1,自引:0,他引:1
本文把广东侨乡外向型经济优势与广东籍华侨、侨人的地理分布及其地缘背景联系起来研究。它从地缘政治、地缘经济、地缘文化方面研究了影响地缘战略决策的基本要素,并结合东盟的具体情况对其进行分析、探讨,指出了面向21世纪再创侨乡优势的努力方向。 相似文献
37.
38.
39.
Two models are tested on a shake‐table. One of the models is a normal reinforced concrete megaframe structure and the other is a multifunctional vibration‐absorption reinforced concrete megaframe structure in which the laminated rubber bearings are placed between the major frame and the minor frames. Two earthquake motions (the El Centro wave and the Taft wave) are used during the test. This paper presents the dynamic characteristic, the seismic responses and the failure mechanism of these two models under varying peak acceleration levels for each of the earthquake motions. The test results demonstrate that the aseismic behavior of a multifunctional vibration‐absorption reinforced concrete megaframe structure is much better than that of a normal reinforced concrete megaframe structure. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
40.
A procedure for developing equations that estimate the isolator displacement due to strong ground motion is applied to buildings isolated with the friction pendulum system. The resulting design equations, based on rigorous non‐linear analysis, offer an alternative to the iterative equivalent‐linear methods used by current U.S. building codes. The governing equations of the system are reduced to a form such that the median normalized displacement of the system due to an ensemble of ground motions is found to depend on only the isolation period—a function of the curvature of the isolator—and the friction force at incipient slip normalized by peak ground velocity. The normalization is effective in minimizing the dispersion of the normalized displacement for an ensemble of ground motions, implying that the median normalized displacement is a reliable estimate of response. The design equations reflect the significant (20 to 38%) increase in displacement when the excitation includes two lateral components of ground motion instead of just one component. Equivalent‐linear methods are shown to underestimate by up to 30% the exact median displacement determined by non‐linear response history analysis for one component of ground motion, and building codes include at most a 4.4% increase for a second component. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献