全文获取类型
收费全文 | 1501篇 |
免费 | 366篇 |
国内免费 | 509篇 |
专业分类
测绘学 | 31篇 |
大气科学 | 5篇 |
地球物理 | 1003篇 |
地质学 | 1070篇 |
海洋学 | 168篇 |
综合类 | 37篇 |
自然地理 | 62篇 |
出版年
2024年 | 5篇 |
2023年 | 21篇 |
2022年 | 44篇 |
2021年 | 49篇 |
2020年 | 66篇 |
2019年 | 100篇 |
2018年 | 95篇 |
2017年 | 62篇 |
2016年 | 89篇 |
2015年 | 91篇 |
2014年 | 88篇 |
2013年 | 93篇 |
2012年 | 132篇 |
2011年 | 117篇 |
2010年 | 102篇 |
2009年 | 118篇 |
2008年 | 115篇 |
2007年 | 140篇 |
2006年 | 138篇 |
2005年 | 123篇 |
2004年 | 100篇 |
2003年 | 103篇 |
2002年 | 66篇 |
2001年 | 58篇 |
2000年 | 42篇 |
1999年 | 37篇 |
1998年 | 35篇 |
1997年 | 20篇 |
1996年 | 25篇 |
1995年 | 21篇 |
1994年 | 17篇 |
1993年 | 13篇 |
1992年 | 13篇 |
1991年 | 11篇 |
1990年 | 6篇 |
1989年 | 4篇 |
1988年 | 4篇 |
1987年 | 2篇 |
1986年 | 4篇 |
1985年 | 3篇 |
1984年 | 3篇 |
1954年 | 1篇 |
排序方式: 共有2376条查询结果,搜索用时 31 毫秒
91.
工程结构三维疲劳裂纹最大应力强度因子计算 总被引:3,自引:2,他引:1
介绍了裂纹的类型、裂纹尖端应力场的奇异性。以一维问题为例,推导论证了奇异单元能够很好的反映裂纹尖端应力场的奇异性。应力强度因子一般表达式表明应力强度因子与载荷呈线性关系,并依赖于物体和裂纹的几何形状和尺寸。本文借助大型通用有限元软件ANSYS,采用位移外插法计算了三维表面裂纹前沿不同位置处的应力强度因子,并与《应力强度因子手册》基于实验的理论公式计算结果相比较。结果表明:有限元结果与理论解误差较小,裂纹最深处应力强度因子最大。 相似文献
92.
This paper presents two test procedures for evaluating the bond stress–slip and the slip–radial dilation relationships when the prestressing force is transmitted by releasing the steel (wire or strand) in precast prestressed elements. The bond stress–slip relationship is obtained with short length specimens, to guarantee uniform bond stress, for three depths of the wire indentation (shallow, medium and deep). An analytical model for bond stress–slip relationship is proposed and compared with the experimental results. The model is also compared with the experimental results of other researchers. Since numerical models for studying bond‐splitting problems in prestressed concrete require experimental data about dilatancy angle (radial dilation), a test procedure is proposed to evaluate these parameters. The obtained values of the radial dilation are compared with the prior estimated by numerical modelling and good agreement is reached. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
93.
The 1972 February and December Hachijo-Oki earthquakes (M
s=7.3 and 7.4), in the northernmost part of the Izu-Bonin subduction zone, are the only major events (M
s>7.0) in the Bonin arc for the past 80 years. Relocation of the hypocenters, using one smaller event having a wellconstrained focal depth as a master event, shows that the depth of the February event is 10 km shallower than that of the December event. We have determined the rupture process for both events by minimizing the error in waveform between observed and synthetic seismograms. Although the number of available stations are limited, the depth range of the major energy release for the December event extends deeper than for the February one. The rupture propagated up-dip for both events. It is likely that the rupture zone of the two events overlapped, and that the December event ruptured the deeper part. This suggestion is consistent with the observation that the aftershock zones of both events overlap with that of the December event shifted landward. The waveforms of the December event have a smaller high frequency component than those of the February event, suggesting that the stress at the thrust zone became more uniform or reduced after the February event.No thrust type smaller event occurred near the rupture zone. Instead, theP-axes of smaller events are parallel to the dip of the slab and theirT-axes dip to the southwest. Focal depths of these events estimated byP-wave forward modeling are generally between 40–50 km and located beneath the thrust zone. We thus interpret them as the events within the Pacific slab near the zone ruptured by the two major events. The stress concentration around the rupture zone of the major events is suggested to have triggered these slab events. After the occurrence of the large events, the slab events are concentrated near the deeper portion of the rupture zone. These events may have been caused by the loading of the down-dip compressional stress near the down-dip end of the rupture zone due to the rupture. The occurrence of the doublet of large earthquakes and a number of down-dip compressional events beneath their rupture zones in a shallow portion of the subducting slab indicates an unusual zone of seismic coupling in the Bonin arc, most of which is seismically quiescent. 相似文献
94.
James F Ni 《Journal of Earth System Science》1989,98(1):71-89
The Himalayan mountains are a product of the collision between India and Eurasia which began in the Eocene. In the early stage
of continental collision the development of a suture zone between two colliding plates took place. The continued convergence
is accommodated along the suture zone and in the back-arc region. Further convergence results in intracrustal megathrust within
the leading edge of the advancing Indian plate. In the Himalaya this stage is characterized by the intense uplift of the High
Himalaya, the development of the Tibetan Plateau and the breaking-up of the central and eastern Asian continent. Although
numerous models for the evolution of the Himalaya have been proposed, the available geological and geophysical data are consistent
with an underthrusting model in which the Indian continental lithosphere underthrusts beneath the Himalaya and southern Tibet.
Reflection profiles across the entire Himalaya and Tibet are needed to prove the existence of such underthrusting. Geodetic
surveys across the High Himalaya are needed to determine the present state of the MCT as well as the rate of uplift and shortening
within the Himalaya. Paleoseismicity studies are necessary to resolve the temporal and spatial patterns of major earthquake
faulting along the segmented Himalayan mountains. 相似文献
95.
粉煤灰碎石混凝土灌注桩法加固软弱地基效果的分析与检验 总被引:1,自引:0,他引:1
龚有满 《水文地质工程地质》1993,20(5):13-17,9
对由深厚软弱土层组成的地基,采用粉煤灰碎石混凝土灌注桩法予以加固处理时,其施工机具相对简单,工期短,节约“三材”,投资省,具有显著的经济效益。由粉煤灰碎石混凝土灌注桩和深厚软弱土层共同构成的复合地基的工程特性,介于一般碎石桩复合地基与混凝土桩桩基之间,其基本特征是:承载力的提高,主要是置于深厚软弱土层中的粉煤灰碎石混凝土灌注桩的排水和垂直加筋作用的结果;其承载机理,部分具有一般碎石桩复合地基的特征;在结构物荷载作用下,其桩、土荷载分担特征,比较接近于普通混凝土桩桩基。 相似文献
96.
本文通过对蓬安县三元水库大坝外坡裂缝产生的原因分析,进而运用岩、土力学的理论与方法反算推论出了裂缝的产生不是深层坝体土滑动引起的,而是局部浅层坝体土在水的诱发作用下作蠕滑-拉裂变形所产生的。在明确了大坝裂缝产生的原因后,提出了一系列相应整治工程措施,以达到彻底根治裂缝和稳固大坝的目的。 相似文献
97.
L. N. Germanovich R. L. Salganik A. V. Dyskin K. K. Lee 《Pure and Applied Geophysics》1994,143(1-3):117-149
98.
李波扬 《武汉大学学报(信息科学版)》1991,(1)
现有的复合型裂纹扩展断裂准则大多只考虑了裂纹尖端附近某一点处的某个力学参量。本文同时考虑了正应力、剪应力及塑性区的影响,并在此基础上提出了一个新的复合型断裂理论——综合断裂理论。同近年来的实验数据进行比较,得到了与实验十分接近的结果,并且还解释了其它理论所不能解释的实验现象。 相似文献
99.
本文对煤岩基本力学性质、煤层水压致裂缝形成条件、裂缝形态以及裂缝开裂角方位等基本理论进行了研究与探讨,通过大量煤岩力学性质测试,证实了试验区目的层煤岩弹性模量低,泊松比较高,脆性大,易破碎,易压缩。文章还得出了目的层煤岩Mohr断裂准则二次抛物线型包络线,煤层水压致裂裂缝形式判断,裂缝开裂角方位的计算公式以及有关结论。 相似文献
100.
介绍了在浅海施工直径2.20m嵌岩桩的技术问题。包括平台的搭设,用刮刀钻头与牙轮钻头钻进克取硬岩一次成孔工艺,利用冲洗液平衡原理处理浅海钻进护简断裂的成孔方法,改进浇灌清孔流程,保证浇灌质量。 相似文献