全文获取类型
收费全文 | 1914篇 |
免费 | 833篇 |
国内免费 | 691篇 |
专业分类
测绘学 | 30篇 |
大气科学 | 32篇 |
地球物理 | 947篇 |
地质学 | 2073篇 |
海洋学 | 207篇 |
天文学 | 3篇 |
综合类 | 58篇 |
自然地理 | 88篇 |
出版年
2024年 | 7篇 |
2023年 | 27篇 |
2022年 | 56篇 |
2021年 | 99篇 |
2020年 | 126篇 |
2019年 | 130篇 |
2018年 | 139篇 |
2017年 | 111篇 |
2016年 | 141篇 |
2015年 | 137篇 |
2014年 | 167篇 |
2013年 | 194篇 |
2012年 | 176篇 |
2011年 | 181篇 |
2010年 | 165篇 |
2009年 | 166篇 |
2008年 | 141篇 |
2007年 | 158篇 |
2006年 | 169篇 |
2005年 | 159篇 |
2004年 | 127篇 |
2003年 | 113篇 |
2002年 | 84篇 |
2001年 | 79篇 |
2000年 | 62篇 |
1999年 | 75篇 |
1998年 | 51篇 |
1997年 | 39篇 |
1996年 | 36篇 |
1995年 | 30篇 |
1994年 | 26篇 |
1993年 | 15篇 |
1992年 | 12篇 |
1991年 | 12篇 |
1990年 | 10篇 |
1989年 | 4篇 |
1988年 | 3篇 |
1987年 | 4篇 |
1986年 | 3篇 |
1985年 | 4篇 |
排序方式: 共有3438条查询结果,搜索用时 500 毫秒
61.
Shear‐wall dominant multistorey reinforced concrete structures, constructed by using a special tunnel form technique are commonly built in countries facing a substantial seismic risk, such as Chile, Japan, Italy and Turkey. In spite of their high resistance to earthquake excitations, current seismic code provisions including the Uniform Building Code (International Conference of Building Officials, Whittier, CA, 1997) and the Turkish Seismic Code (Specification for Structures to be Built in Disaster Areas, Ankara, Turkey, 1998) present limited information for their design criteria. In this study, consistency of equations in those seismic codes related to their dynamic properties are investigated and it is observed that the given empirical equations for prediction of fundamental periods of this specific type of structures yield inaccurate results. For that reason, a total of 80 different building configurations were analysed by using three‐dimensional finite‐element modelling and a set of new empirical equations was proposed. The results of the analyses demonstrate that given formulas including new parameters provide accurate predictions for the broad range of different architectural configurations, roof heights and shear‐wall distributions, and may be used as an efficient tool for the implicit design of these structures. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
62.
压裂井经济分析的优化方法 总被引:1,自引:0,他引:1
水力压裂是油气井增产的一项重要技术措施。压裂效果的经济评价,实际上是一个压裂设计的优化过程。研究经济问题即为研究压裂优化问题。提出了压裂井的施工费用计算方法和贴现率、净收入、净现值的计算公式,并对压裂井进行了经济分析,给出了压裂设计优化的步骤。建立了八屋—后五家户气田压裂经济评价模型,并应用到实际施工现场。使油气单井产量比过去增加2~3倍。 相似文献
63.
64.
A. P. Nicholas 《地球表面变化过程与地形》2003,28(6):655-674
This paper reports the application of a two‐dimensional hydraulic model to a braided reach of the Avoca River, New Zealand. Field measurements of water surface elevation, depth and velocity obtained at low flow were used to validate the model and to optimize the parameterization of bed friction. The main systematic trends in the measured flow variables are reproduced by the model. However, field data are characterized by greater spatial variability than model output reflecting differences in the scale of processes measured in the field and represented by the model. Additional model runs were conducted to simulate flow patterns within the study reach at five higher discharges. The purpose of these simulations was to evaluate the potential for using two‐dimensional hydraulic models to quantify the reach‐scale hydraulic characteristics of braided rivers and their dependence on discharge. Changes in flow depth and velocity with increasing discharge exhibit trends that are consistent with the results of previous field investigations, although the tendency for the wetted area of the braidplain within particular depth and velocity categories to remain fixed as discharge rises, as has been noted for several braided rivers in New Zealand, was not observed. Modelled shear stress frequency distributions fit gamma functions that incorporate a distribution shape parameter, the value of which follows clear systematic trends with rising discharge. These results illustrate both the problems of, and potential for, using two‐dimensional hydraulic models in braided river applications. This leads to something of a paradox in that while such models provide a means of generating hydraulic information that would be difficult to obtain in the field at an equivalent spatial resolution, they are, due to the problems inherent to data collection, difficult to validate conclusively. Despite this limitation, the application of spatially distributed models to investigate relationships between discharge and reach‐scale form and process variables appears to have considerable potential. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
65.
研究地层是有效寻找沉积矿产的重要基础,将龙永煤田内关于的层位及分带性与大区域上的相似层位作了对比,并论述了本煤田的特征与变迁的基本过程。最后,结合多年来的研究成果,就煤田内的产出情况,作了两点必要的说明。 相似文献
66.
高层建筑深基坑支护施工技术 总被引:1,自引:0,他引:1
深圳某高层建筑原基坑已作支护,但一直废弃作鱼塘用。新的基坑支护采用土钉墙和树根桩施工,支护完成后监测结果较好,没有发生明显的位移和沉降。 相似文献
67.
68.
69.
轻质填充墙异型柱边框架抗震性能试验研究 总被引:6,自引:4,他引:6
本文重点研究了轻质填充墙异型柱边框架的层刚度衰减过程,承载力和弹塑性性能. 相似文献
70.
三峡工程大江截流的水文技术 总被引:2,自引:0,他引:2
鉴于三峡工程大江截流水深大,流量大,工期紧,特别是截流过程中要考虑不断航因素,因此,在大江截流和二期围堰阶段的施工进程中,应充分考虑到各方面的因素,尽可能采取一切减少大江截流和二期围堰施工难度的手段和措施,其中水文测验,水文气象预报,河道观测,水文分析与计算和水力学计算等水文工作则是为顺利实施高质量大江截流的重要条件。 相似文献