全文获取类型
收费全文 | 1233篇 |
免费 | 316篇 |
国内免费 | 356篇 |
专业分类
测绘学 | 16篇 |
大气科学 | 5篇 |
地球物理 | 924篇 |
地质学 | 762篇 |
海洋学 | 160篇 |
综合类 | 22篇 |
自然地理 | 16篇 |
出版年
2024年 | 4篇 |
2023年 | 13篇 |
2022年 | 35篇 |
2021年 | 38篇 |
2020年 | 61篇 |
2019年 | 78篇 |
2018年 | 67篇 |
2017年 | 56篇 |
2016年 | 56篇 |
2015年 | 62篇 |
2014年 | 82篇 |
2013年 | 73篇 |
2012年 | 97篇 |
2011年 | 113篇 |
2010年 | 99篇 |
2009年 | 104篇 |
2008年 | 100篇 |
2007年 | 125篇 |
2006年 | 121篇 |
2005年 | 102篇 |
2004年 | 81篇 |
2003年 | 81篇 |
2002年 | 55篇 |
2001年 | 44篇 |
2000年 | 37篇 |
1999年 | 23篇 |
1998年 | 20篇 |
1997年 | 18篇 |
1996年 | 16篇 |
1995年 | 11篇 |
1994年 | 10篇 |
1993年 | 6篇 |
1992年 | 6篇 |
1991年 | 3篇 |
1990年 | 2篇 |
1986年 | 2篇 |
1985年 | 1篇 |
1984年 | 3篇 |
排序方式: 共有1905条查询结果,搜索用时 15 毫秒
101.
RC框架结构薄弱层的层间位移可靠度水平考察 总被引:2,自引:0,他引:2
讨论了钢筋混凝土框架结构层间极限变形角的近似概率特性,考察了大震作用下20余幢钢筋混凝土框架结构薄弱层的层间位移可靠度水平,从而为直接基于位移可靠度的抗震设计中层间目标位移可靠度的确定提供了一定依据。 相似文献
102.
Development and testing of a serially multiplexed fiber optic sensor system is described. The sensor differs from conventional
fiber optic acoustic systems, as it is capable of sensing AE emissions at several points along the length of a single fiber.
Multiplexing provides for single channel detection of cracks and their locations in large structural systems. An algorithm
was developed for signal recognition and tagging of the AE waveforms for detection of crack locations. Laboratory experiments
on plain concrete beams and post-tensioned FRP tendons were performed to evaluate the crack detection capability of the sensor
system. The acoustic emission sensor was able to detect initiation, growth and location of the cracks in concrete as well
as in the FRP tendons. The AE system is potentially suitable for applications involving health monitoring of structures following
an earthquake
Supported by: National Science Foundation, Grant number CMS-9900338 相似文献
103.
利用高频地震波检测混凝土构件完整性的方法 总被引:2,自引:0,他引:2
大型混凝土构件(如高层建筑基础的地梁,桩承台等)在施工过程中可能造成局部松散,空洞,蜂窝或离析等质量问题。为检测混凝土构件的的完整性,采用地震勘探方法中的地震映象法(又称地震共偏移距法)。通过在模拟裂缝,空洞模型上的试验,获得了存在异常体时,地震映象时间剖面的波形特征;测得偏移距,点距等参数变化时,对地震映象时间剖面的影响。模型实验和实测工作证明;在合理选择震源各种测量参数条件下,高频地震映象方法可有效检测混凝土构件完整怀,实现对混凝土构件质量新的监测。 相似文献
104.
105.
Pre‐ and post‐test analyses of the structural response of a three‐storey asymmetric reinforced concrete frame building were performed, aimed at supporting test preparation and performance as well as studying mathematical modelling. The building was designed for gravity loads only. Full‐scale pseudo‐dynamic tests were performed in the ELSA laboratory in Ispra. In the paper the results of initial parametric studies, of the blind pre‐test predictions, and of the post‐test analysis are summarized. In all studies a simple mathematical model, with one‐component member models with concentrated plasticity was employed. The pre‐test analyses were performed using the CANNY program. After the test results became available, the mathematical model was improved using an approach based on a displacement‐controlled analysis. Basically, the same mathematical model was used as in pre‐test analyses, except that the values of some of the parameters were changed. The OpenSees program was employed. Fair agreement between the test and numerical results was obtained. The results prove that relatively simple mathematical models are able to adequately simulate the detailed seismic response of reinforced concrete frame structures to a known ground motion, provided that the input parameters are properly determined. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
106.
107.
钢筋混凝土桥墩非线性地震反应分析 总被引:2,自引:0,他引:2
采用Takeda滞回曲线模型,对三个不同周期的桥墩,分别输入多条具有相同反应谱的地震波,计算了桥墩的线性和非线性时程响应,通过比较线性和非线性最大地震位移响应发现,在这些地震波作用下,虽然线性位移响应最大值基本相同,但非线性位移响应最大值差别很大。 相似文献
108.
109.
110.
Sulfate Attack on Concrete in an Inland Salt Lake Environment 总被引:2,自引:0,他引:2
INTRODUCTIONSulfate attack is one of the reasons for concretestructures deteriorating earlier than usual,thusshowing poor durability.The SO42-from the sur-rounding environment such as ocean,saline,groundwater,and even the concrete itself,reacts with thehydration products of cement,whichleads to the de-terioration of the concrete(Li et al.,2000;Kang,1995;Neville,1983;Samarai,1976).The deteriora-tionincludes three processes:the external swelling,cracking,peeling,and disjointing caused by … 相似文献