全文获取类型
收费全文 | 12712篇 |
免费 | 3195篇 |
国内免费 | 1012篇 |
专业分类
测绘学 | 208篇 |
大气科学 | 143篇 |
地球物理 | 11269篇 |
地质学 | 3575篇 |
海洋学 | 138篇 |
天文学 | 11篇 |
综合类 | 983篇 |
自然地理 | 592篇 |
出版年
2024年 | 60篇 |
2023年 | 207篇 |
2022年 | 353篇 |
2021年 | 535篇 |
2020年 | 445篇 |
2019年 | 479篇 |
2018年 | 467篇 |
2017年 | 482篇 |
2016年 | 352篇 |
2015年 | 550篇 |
2014年 | 692篇 |
2013年 | 685篇 |
2012年 | 690篇 |
2011年 | 748篇 |
2010年 | 710篇 |
2009年 | 940篇 |
2008年 | 705篇 |
2007年 | 763篇 |
2006年 | 736篇 |
2005年 | 708篇 |
2004年 | 634篇 |
2003年 | 619篇 |
2002年 | 496篇 |
2001年 | 479篇 |
2000年 | 440篇 |
1999年 | 379篇 |
1998年 | 380篇 |
1997年 | 358篇 |
1996年 | 369篇 |
1995年 | 323篇 |
1994年 | 299篇 |
1993年 | 233篇 |
1992年 | 203篇 |
1991年 | 112篇 |
1990年 | 92篇 |
1989年 | 58篇 |
1988年 | 52篇 |
1987年 | 22篇 |
1986年 | 27篇 |
1985年 | 7篇 |
1984年 | 5篇 |
1983年 | 2篇 |
1979年 | 15篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1954年 | 6篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
91.
Most current methods of design for concrete structures under earthquake loads rely on highly idealized ‘equivalent’ static representations of the seismic loads and linear‐elastic methods of structural analysis. With the continuing development of non‐linear methods of dynamic analysis for the overload behaviour and collapse of complete concrete structures, a more direct and more accurate design procedure becomes possible which considers conditions at system collapse. This paper describes an evaluation procedure that uses non‐linear dynamic collapse–load analysis together with global safety coefficients. A back‐calibration procedure for evaluating the global safety coefficients is also described. The aim of this paper is to open up discussion of alternative methods of design with improved accuracy which are necessary to move towards a direct collapse–load method of design. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
92.
In order to examine the applicability of ground‐shaking mapping techniques to a near‐field earthquake, a peak ground velocity map of the 1995 Hyogo‐ken Nanbu, Japan earthquake computed from seismic zoning methods that consider the effects of geological conditions is compared with the actual observed intensity map. When computing the ground‐shaking map, the site amplification at each site is calculated in terms of the average shear‐wave velocity of the ground estimated from the corresponding geomorphological conditions. This map shows a relatively good agreement with the observed intensity map. However, the computations provide smaller values for certain disastrous areas of the earthquake, where the effects on ground motion of a deep, irregular underground structure have been reported. The effect of such structures on site response is examined implementing 2D FEM analyses, thereby being also incorporated into the method. Results considering the effect of the irregular underground structure show better agreement with the observed intensity map. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
93.
张北地震区三维构造特征 总被引:7,自引:0,他引:7
地震层析成像结果揭示了张北地震区的构造特征。震源区周围分布有相交的北北西和北东向低速异常带。极震区正下方壳内存在高速异常的坚固体 ,其周围被多条低速异常带围限。区域构造具备了大量积累应变能和向高应力区传递应变能的孕震构造特征 ,北北西和北东向的隐伏断裂共同构成了区域的发震构造。该震区在中新生代以来有过多期岩浆活动 ,震中区周围分布有几个新第三纪的火山口。极震区米家沟附近火山的三维剖分图给出了该火山从地表到壳内 10km深度的速度图像 ,中新生代的火山岩浆活动对该区域孕震构造的形成起了重要作用。 相似文献
94.
川滇密西西比河谷型铅锌矿床成矿流体来源研究:流体Na-Cl-Br体系的证据 总被引:11,自引:1,他引:11
应用流体包裹体滤液分析方法,测定了川滇7个MVT铅锌矿床成矿流体的Na,Cl,Br含量,结果表明成矿流体的x(Na/Br)和x(Cl/Br)的平均值分别为185和73,并与高度蒸发浓缩的残留海水的x(Na/Br)和x(Cl/Br)相近。成矿流体的Na,Cl含量呈正相关,在lgNa-lgCl图解中呈线性分布。根据这些事实以及矿床地质特征,认为原始成矿卤水起源于蒸发浓缩的残留海水,原始含矿卤水与富含有机质的大气降水混合导致矿质沉淀而成矿。 相似文献
95.
中国首例铁氧化物-铜-金-铀-稀土型矿床的厘定及其成矿演化 总被引:21,自引:0,他引:21
通过对拉拉矿床物共生组合、矿物生成顺序、矿石特征的研究,发现其矿石物以磁铁矿为主,铁和铜的硫化物次之,并含有大量稀土矿物和自然金。拉拉矿床至少经历了两期成矿作用:早期为区域变质成矿作用,晚期为热液成矿作用。早期形成Fe-REE-P矿化,晚期为Cu-Mo-Au-Co-(U)矿化。根据这些特征,首次指出该矿床属于铁氧化物-铜-金-铀-稀土型矿床,而不是以往所称的块状硫化物型铜矿。 相似文献
96.
Natural Hazards - Strong earthquakes in the proximity of densely inhabited urban areas pose one ofthe most complicated disaster management situations faced by societies today. Herethe experience... 相似文献
97.
Papadimitriou P. Voulgaris N. Kassaras I. Kaviris G. Delibasis N. Makropoulos K. 《Natural Hazards》2002,27(1-2):15-33
On 7 September 1999 at 11:56 GMT a destructive earthquake (Mw = 6.0) occurred close to Athens (Greece). The rupture process is examined using data from the Cornet local permanent network, as well as teleseismic recordings. Data recorded by a temporary seismological network were analyzed to study the aftershock sequence. The mainshock was relocated at 38.105°N, 23.565°E, about 20 km northwest of Athens. Four foreshocks were also relocated close to the mainshock. The modeling of teleseismic P and SH waves provides a well-constrained focal mechanism of the mainshock (strike = 105°, dip = 55° and rake = -80°) at a depth of 8 km and a seismic moment M0 = 1.01025 dyn·cm. The obtained fault plane solution represents normal faulting indicating an almost north-south extension. More than 3500 aftershocks were located, 1813 of which present RMS < 0.1 s and ERH, ERZ < 1.0 km. Two main clusters were distinguished, while the depth distribution is concentrated between 2 and 11 km. Over 1000 fault plane solutions of aftershocks were constrained, the majority of which also correspond to N–S extension. No surface breaks were observed but the fault plane solution of the mainshock is in agreement with the tectonics of the area and with the focal mechanisms obtained by aftershocks. The hypocenter of the mainshock is located on the deep western edge of the fault plane. The relocated epicenter coincides with the fringe that represents the highest deformation observed on the differential interferometric image. The calculated source duration is 5 sec, while the estimated dimensions of the fault are 15 km length and 10 km width. The source process is characterized by unilateral eastward rupture propagation, towards the city of Athens. An evident stop phase observed in the recordings of the Cornet local stations is interpreted as a barrier caused by the Aegaleo Mountain. 相似文献
98.
The lack of earthquake-induced liquefaction features in Late Wisconsin and Holocene sediments in Genesee, Wyoming, and Allegany Counties suggests that the Clarendon–Linden fault system (CLF) did not generate large, moment magnitude, M≥6 earthquakes during the past 12,000 years. Given that it was the likely source of the 1929 M 4.9 Attica earthquake, however, the Clarenden–Linden fault system probably is capable of producing future M5 events. During this study, we reviewed newspaper accounts of the 1929 Attica earthquake, searched for earthquake-induced liquefaction features in sand and gravel pits and along tens of kilometers of river cutbanks, evaluated numerous soft-sediment deformation structures, compiled geotechnical data and performed liquefaction potential analysis of saturated sandy sediments. We found that the 1929 M 4.9 Attica earthquake probably did not induce liquefaction in its epicentral area and may have been generated by the western branch of the Clarendon–Linden fault system. Most soft-sediment deformation structures found during reconnaissance did not resemble earthquake-induced liquefaction features, and even the few that did could be attributed to non-seismic processes. Our analysis suggests that the magnitude threshold for liquefaction is between M 5.2 and 6, that a large (M≥6) earthquake would liquefy sediments at many sites in the area, and that a moderate earthquake (M 5–5.9) would liquefy sediments at some sites but perhaps not at enough sites to have been found during reconnaissance. We conclude that the Clarendon–Linden fault system could have produced small and moderate earthquakes, but probably not large events, during the Late Wisconsin and Holocene. 相似文献
99.
Stability of earthquake moment tensor inversions: effect of the double-couple constraint 总被引:1,自引:0,他引:1
We show that spurious large non-double-couple components can be obtained in inversions for the full deviatoric moment tensor for shallow crustal earthquakes due to inaccurate Earth models. The traditional “best double-couple” solution does not in general provide an optimal estimate of a double-couple mechanism, and is only reliable when the non-double-couple component of the full deviatoric solution is small. The inverse problem for the moment tensors of the 1998 Antarctic Plate and 2000 Wharton Basin strike-slip earthquakes is shown in each case to have two well-fitting minima in the misfit function of pure double-couple solutions. Such pairs of solutions are most likely to exist for earthquakes which are close either to vertical strike-slip or to dip-slip on a fault plane dipping at 45°. It is shown theoretically that these pairs of solutions arise from the combination of the pure double-couple constraint and the instability of two elements of the moment tensor. No significant non-double-couple component is found for the shallow thrusting 1996 Biak, Indonesia earthquake. 相似文献
100.
本文以 1∶5万里庄幅为例 ,阐述了运用GIS系统对区调过程中各种资料的处理与编辑方法 ,并介绍了数字制图方法及工艺流程 ,提出了GIS系统在 1∶5万区调工作中的应用前景 相似文献