全文获取类型
收费全文 | 11212篇 |
免费 | 2700篇 |
国内免费 | 468篇 |
专业分类
测绘学 | 194篇 |
大气科学 | 19篇 |
地球物理 | 11095篇 |
地质学 | 1612篇 |
海洋学 | 106篇 |
天文学 | 11篇 |
综合类 | 925篇 |
自然地理 | 418篇 |
出版年
2024年 | 38篇 |
2023年 | 134篇 |
2022年 | 263篇 |
2021年 | 429篇 |
2020年 | 369篇 |
2019年 | 401篇 |
2018年 | 406篇 |
2017年 | 394篇 |
2016年 | 276篇 |
2015年 | 457篇 |
2014年 | 575篇 |
2013年 | 596篇 |
2012年 | 568篇 |
2011年 | 620篇 |
2010年 | 582篇 |
2009年 | 809篇 |
2008年 | 574篇 |
2007年 | 649篇 |
2006年 | 623篇 |
2005年 | 635篇 |
2004年 | 571篇 |
2003年 | 560篇 |
2002年 | 450篇 |
2001年 | 421篇 |
2000年 | 387篇 |
1999年 | 329篇 |
1998年 | 340篇 |
1997年 | 321篇 |
1996年 | 336篇 |
1995年 | 285篇 |
1994年 | 271篇 |
1993年 | 214篇 |
1992年 | 173篇 |
1991年 | 97篇 |
1990年 | 69篇 |
1989年 | 49篇 |
1988年 | 43篇 |
1987年 | 17篇 |
1986年 | 14篇 |
1985年 | 6篇 |
1984年 | 5篇 |
1983年 | 2篇 |
1979年 | 15篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1954年 | 5篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
91.
92.
在前人提出的地震预测方法基础上提出一种地震学综合预测方法。 首先利用动态图像方法(地震条带与地震空区)大致确定潜在地震危险区; 然后利用中、 强地震产生的库仑应力确定孕震区; 最后利用地震矩快速释放模型和相关长度增长模型判断孕震区是否进入短临状态。 在地震三要素预测中, 发挥地震学典型预测方法的优势, 并且对相关性较小的预测方法的预测结论相互对比、 印证, 以便得出更可靠的预测结果。 文中还利用这种综合预测方法对1983年菏泽5.9级做了简略研究, 结果表明这种综合预测方法的预测结果和菏泽地震基本上是一致的。 相似文献
93.
汶川8.0级地震的余震触发作用和对断层的应力加卸载作用 总被引:1,自引:0,他引:1
采用可变滑动震源模型,计算和研究了汶川M_S 8.0地震产生的应力变化及对后续6次强余震的应力触发作用,并定量分析了汶川地震对附近活动断裂带的库仑应力加卸载作用。结果显示:汶川地震产生的库仑破裂应力变化分布图案复杂性强,主要由发震断裂复杂的空间展布形态以及震源断层活动具有逆冲兼右旋走滑两种性质决定。汶川地震产生的库仑破裂应力变化对多数强余震存在一定的触发作用。汶川地震的发生对附近的断裂带有不同程度的影响,其中青川断裂中段和北段、岷江断裂南段和灌县-江油断裂南段,主要是以强烈的库仑破裂应力加载作用占主导地位,有利于强余震序列的孕育、加速以至于发生;东昆仑断裂带和鲜水河断裂带受到了轻微的应力加载作用;龙泉山断裂带、华莹山断裂带和西秦岭北缘断裂带主要受到了轻微的卸载作用。 相似文献
94.
Stavros A. Anagnostopoulos Christina Alexopoulou Kyriakos G. Stathopoulos 《地震工程与结构动力学》2010,39(5):521-540
This paper presents evidence that the extension of conclusions based on the widely used simplified, one story, eccentric systems of the shear‐beam type, to actual, nonsymmetric buildings and consequent assessments of the pertinent code provisions, can be quite erroneous, unless special care is taken to match the basic properties of the simplified models to those of the real buildings. The evidence comes from comparisons of results obtained using three variants of simplified models, with results from the inelastic dynamic response of three‐ and five‐story eccentric buildings computed with detailed MDOF systems, where the members are idealized with the well‐known plastic hinge model. In addition, a convincing answer is provided on a pertinent hanging controversy: For frame‐type buildings, designed in accordance with the dynamic provisions of modern codes (such as EC8 or IBC2000), which allow reduced shears at the stiff edge due to torsion, the frames at the flexible sides are the critical elements in terms of ductility demands. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
95.
Abstract: Dextral-slip thrust movement of the Songpan-Garzê terrain over the Sichuan block caused the Ms 8.0 Wenchuan earthquake of May 12, 2008 and offset the Central Longmenshan Fault (CLF) along a distance of ~250 km. Displacement along the CLF changes from Yingxiu to Qingchuan. The total oblique slip of up to 7.6 m in Yingxiu near the epicenter of the earthquake, decreases northeastward to 5.3 m, 6.6 m, 4.4 m, 2.5 m and 1.1 m in Hongkou, Beichuan, Pingtong, Nanba and Qingchuan, respectively. This offset apparently occurred during a sequence of four reported seismic events, EQ1–EQ4, which were identified by seismic inversion of the source mechanism. These events occurred in rapid succession as the fault break propagated northeastward during the earthquake. Variations in the plunge of slickensides along the CLF appear to match these events. The Mw 7.5 EQ1 event occurred during the first 0–10 s along the Yingxiu-Hongkou section of the CLF and is characterized by 1.7 m vertical slip and vertical slickensides. The Mw 8.0 EQ2 event, which occurred during the next 10–42 s along the Yingxiu-Yanziyan section of the CLF, is marked by major dextral-slip with minor thrust and slickensides plunging 25°–35° southwestward. The Mw 7.5 EQ3 event occurred during the following 42–60 s and resulted in dextral-slip and slickensides plunging 10° southwestward in Beichuan and plunging 73° southwestward in Hongkou. The Mw 7.7 EQ4 event, which occurred during the final 60–95 s along the Beichuan-Qingchuan section of the CLF, is characterized by nearly equal values of dextral and vertical slips with slickensides plunging 45°–50° southwestward. These seismic events match and evidently controlled the concentrations of landslide dams caused by the Wenchuan earthquake in Longmenshan Mountains. 相似文献
96.
97.
High-frequency rupture process of the Oct 23, 2011 Van-Merkez earthquake is imaged by back-projection method using high-quality teleseismic P wave data from the US Array, and prestack Kirchhoff migration using P wave data from a subarray of global seismic networks. The rupture model with two asperities is confirmed by previous two methods. In low-frequency imaging, a large asperity derived from the migration method corresponds to the second one from the high-frequency P waves. The consistency of the locations of asperities from datasets with different frequency bands indicates that there is possible insignificance of the frequency-dependent feature for the earthquake. The resultant images illustrate the spatial and temporal evolution of the rupture, which mainly propagated WSW over a length of 33 km during the first 18 s, accompanying with bursts of two asperities at 3 and 11–13 s. The rupture direction is confirmed by the S wave corner frequency variations of strong ground accelerations. The rupture fronts are mainly located at the updip of the causative fault. Based on polarities of the P waveforms and focal mechanisms of the mainshock and aftershocks, the failure of these two asperities is determined to have occurred on a reverse fault with a dip angle of 47°. Hence, the rupture pattern of the 2011 Van-Merkez earthquake was dominated by a unilateral rupture toward the west-southwest direction. 相似文献
98.
This paper presents new trends in the relationship between the ductility reduction factor and the ductility demand in the seismic design of buildings. A total of 4860 inelastic time-history analyses were carried out to study this relationship using 60 single-degree-of-freedom models excited by an ensemble of 81 earthquake accelerogram records from around the world. The asymmetrical distribution of the results highlighted the inaccuracies associated with assuming a normal distribution simply described by the mean and standard deviation to represent the data. A probability of exceedence approach has been used based on counting the number of occurrences the ductility demand exceeds a specified level. The ductility reduction factors developed in this study are consistent with other studies in the long-period range but are different in the short-period range. The ductility reduction factor for very short period buildings of limited ductility has been found to be greater than previously predicted. © 1998 John Wiley & Sons, Ltd. 相似文献
99.
100.
中国大陆西部及邻区板内8级大地震活动过程和趋势预测初步研究 总被引:1,自引:0,他引:1
中国大陆西部及邻区是全球 8级大地震最为活跃的地区之一。自 180 0年以来该区板内 8级大地震共发生了 16次 ,2 0 0 1年昆仑山口西 8.1级大地震 (36 .1°N ,90 .9°E)是在 195 7年蒙古 8.3级大地震之后 4 4a发生的。研究表明该区 8级大地震的活动过程可能存在相对平静 (1812— 190 2年 )和相对活跃 (190 3— 195 7年 )交替的幕式或轮回过程的性质。 195 7年蒙古地震之后可能是一次新的轮回开始 ,2 0 0 1年昆仑山口西地震是新轮回的第二次地震 ,按照轮回过程中事件发生频度是时间的指数函数关系的假定 ,该区下一次 8级大地震可能约在 2 0 2 6年发生。如果假定该过程相当接近泊松过程。那么 ,在 2 0 0 5 ,2 0 10年和 2 0 15年前至少发生一次 8级大地震的泊松概率 ,分别是 0 .2 9,0 .5 3和 0 .70。 相似文献