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971.
吴小平  黄雍 《地震研究》1996,19(1):42-49
对云南省几个不同地区的强震孕震阶段及临震时的地震空间分维Dq(q=0,1,2,)及b值进行了计算和研究,发现虽然在孕震阶段各地区的Dq及b值均有着共同的下降主趋势,但临震时不同区域的Dq及b的变化形态却存在着差异,大地震可能发生在Dq及b值均降至最低时,也可能发生在Dq及b值下降后又回升之时,还可能发生在Dq回升而b值仍保持最低时。本着重对Dq及b值的临震变化特征及其个体差异从非线性的角度作了物  相似文献   
972.
In previous seismotectonic studies,the emphasis was placed on the inherited active fault zones.In the recent tectonic stage that essentially keeps in step with the current regional geologic environment and the stress field,however,there are also some newly generated fault zones.By studying the seismicity in North and Southwest China,it has been known that the NE-trending Tangshan-Hejian-Cixian and NW-trending Tengchong-Gengma-Lancang seismic zones are just two newly generated fault zones.As distinguished from the inherited fault zones,they are called the newly generated seismotectonic zones.This paper deals with the existence of these two seismogenic zones from their seismicity and geological structures,gives a preliminary analysis of their characteristics,and shows their significance.  相似文献   
973.
本文依据潜在震源区内部地震非均匀分布模型研究了攀西地区和晋中南地区地震区划问题。研究结果表明,一般使用的均匀分布模型会低估地震危险性结果,导致高烈度分区的面积缩小。本文讨论了不同的确定非均匀分布概率的方法对地震区划结果的影响。  相似文献   
974.
文章使用改进了的OSU全球气候模式,动态地使用厄尔尼诺年(1972年)实际下垫面温度月距平资料,对太平洋海面温度异常以及太平洋中不同关键区海面温度异常进行了敏感性试验。数值试验结果表明:El Nino实际海温时空异常,特别是关键区海面温度异常,引起了东亚季风环流的异常变化,出现了干旱的环流形势。无论赤道中太平洋或是赤道东太平洋的海面温度异常都是敏感的影响因子,对预报有一定的指示意义。  相似文献   
975.
胥颐  许静 《内陆地震》1996,10(1):7-14
以台网的布愕和设备配置为依据,针对承担珠任务的设计指标,详细地介绍了乌鲁木齐遥,是地震台网的基本功能以及资料分析方法;结合考核运行期间记录地地震,分别对微震,强震和远震的监测能力以及适用范围做出评价,同时讨论了误差和存在的问题。  相似文献   
976.
An earthquake ofM S=6.9 occurred at the Gonghe, Qinghai Province, China on April 26, 1990. Three larger aftershocks took place at the same region,M S=5.5 on May 7, 1990,M S=6.0 on Jan. 3, 1994 andM S=5.7 on Feb. 16, 1994. The long-period recordings of the main shock from China Digital Seismograph Network (CD-SN) are deconvolved for the source time functions by the correspondent recordings of the three aftershocks as empirical Green’s functions (EGFs). No matter which aftershock is taken as EGF, the relative source time functions (RSTFs) obtained are nearly identical. The RSTFs suggest theM S=6.9 event consists of at least two subevents with approximately equal size whose occurrence times are about 30 s apart, the first one has a duration of 12 s and a rise time of about 5 s, and the second one has a duration of 17 s and a rise time of about 8 s. Comparing the RSTFs obtained from P- and SH-phases respectively, we notice that those from SH-phases are a slightly more complex than those from P-phases, implying other finer subevents exist during the process of the main shock. It is interesting that the results from the EGF deconvolution of long-period wavform data are in good agreement with the results from the moment tensor inversion and from the EGF deconvolution of broadband waveform data. Additionally, the two larger aftershocks are deconvolved for their RSTFs. The deconvolution results show that the processes of theM S=6.0 event on Jan. 3, 1994 and theM S=5.7 event on Feb. 16, 1994 are quite simple, both RSTFs are single impulses. The RSTFs of theM S=6.9 main shock obtained from different stations are noticed to be azimuthally dependent, whose shapes are a slightly different with different stations. However, the RSTFs of the two smaller aftershocks are not azimuthally dependent. The integrations of RSTFs over the processes are quite close to each other, i. e., the scalar seismic moments estimated from different stations are in good agreement. Finally the scalar seismic moments of the three aftershocks are compared. The relative scalar seismic moment of the three aftershocks deduced from the relative scalar seismic moments of theM S=6.9 main shock are very close to those inverted directly from the EGF deconvolution. The relative scalar seismic moment of theM S=6.9 main shock calculated using the three aftershocks as EGF are 22 (theM S=6.0 aftershock being EGF), 26 (theM S=5.7 aftershock being EGF) and 66 (theM S=5.5 aftershock being EGF), respectively. Deducing from those results, the relative scalar sesimic moments of theM S=6.0 to theM S=5.7 events, theM S=6.0 to theM S=5.5 events and theM S=5.7 to theM S=5.5 events are 1.18, 3.00 and 2.54, respectively. The correspondent relative scalar seismic moments calculated directly from the waveform recordings are 1.15, 3.43, and 3.05.  相似文献   
977.
The clay-sand mixture model of Xu and White is shown to simulate observed relationships between S-wave velocity (or transit time), porosity and clay content. In general, neither S-wave velocity nor S-wave transit time is a linear function of porosity and clay content. For practical purposes, clay content is approximated by shale volume in well-log applications. In principle, the model can predict S-wave velocity from lithology and any pair of P-wave velocity, porosity and shale volume. Although the predictions should be the same if all measurements are error free, comparison of predictions with laboratory and logging measurements show that predictions using P-wave velocity are the most reliable. The robust relationship between S- and P-wave velocities is due to the fact that both are similarly affected by porosity, clay content and lithology. Moreover, errors in the measured P-wave velocity are normally smaller than those in porosity and shale volume, both of which are subject to errors introduced by imperfect models and imperfect parameters when estimated from logs. Because the model evaluates the bulk and shear moduli of the dry rock frame by a combination of Kuster and Toksöz’ theory and differential effective medium theory, using pore aspect ratios to characterize the compliances of the sand and clay components, the relationship between P- and S-wave velocities is explicit and consistent. Consequently the model sidesteps problems and assumptions that arise from the lack of knowledge of these moduli when applying Gassmann's theory to this relationship, making it a very flexible tool for investigating how the vP-vs relationship is affected by lithology, porosity, clay content and water saturation. Numerical results from the model are confirmed by laboratory and logging data and demonstrate, for example, how the presence of gas has a more pronounced effect on P-wave velocity in shaly sands than in less compliant cleaner sandstones.  相似文献   
978.
地震破裂过程的几何学与运动学特征的模拟   总被引:1,自引:0,他引:1  
本应用形变破裂和激光全息光弹实验,结合断裂力学的观点研究了地震破裂过程的三个方面:1.地震破裂的力学机制;2.地震破裂的应变特征与运动过程;3.地震破裂过程的应力场分布特征。并分析了地震破裂过程的几何学与运动学特征以及探讨了它们与地震发生。前兆和余震迁移的密切关系。此项研究为活动断层分段研究和地震预报提供了实验证据。  相似文献   
979.
研究了地电短临震兆机理,在此基础上给出了引潮力触发地电短临前兆模式。据此从理论上分析了地电临震震兆特征,并以唐山7.8级大震为例,从实际观测中检出具有此模式特征的震兆(具有起潮力特征),从而验证了所提模式理论的客观存在的可能性。最后给出与此有关的地电短临预报方法。即,根据脆性岩石失稳的相对刚度比较准则,定义部分岩体刚度λ=0的状态为临震阶段,分析λ=0时起潮力引起位移的特征和规律,得出原地监测岩体刚度是否为零(进入临震阶段)的方法。因为在弹性阶段,λ为较大正值,微小的起潮力只引起微小的位移,此时的电响应甚小,通常检测不到;但随着构造力的积累,介质进入临震阶段,此时同样微小的起潮力却可引起甚大的位移(λ=0时,位移为无穷大),从而产生可检测的电响应。由于这种电响应具有与起潮力相同的周期,故可把临震电响应同各种干扰区分开,判定为临震前兆,从而建立了地电临震前兆起潮力触发模式,并可给出相应的短临预报方法。对1976年唐山7.8级强震前后震中周围地电阻率及大地电场实测资料进行谱分析,发现仅在主震前二个月至半月内,两种不同物理本质的电响应分别出现与起潮力MS波与MSf波周期相同的异常变化。这是对所提临震前兆模式和预报  相似文献   
980.
多种岩石的Qp,Qs,Qc   总被引:2,自引:0,他引:2  
许昭永  段永康 《地震研究》1996,19(2):192-198
本采用脉冲传播谱振幅比法、能量法、尾波法分别测多种岩样的P波Q值、S波Q值及尾波Q值。结果表明,能量法所得Qp、Qs较小。谱振幅比法所得Qp一般居中,Qs较大。尾波Qc有的偏大,有的偏小。  相似文献   
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