全文获取类型
| 收费全文 | 5795篇 |
| 免费 | 1787篇 |
| 国内免费 | 1204篇 |
专业分类
| 测绘学 | 79篇 |
| 大气科学 | 90篇 |
| 地球物理 | 3277篇 |
| 地质学 | 4238篇 |
| 海洋学 | 195篇 |
| 天文学 | 6篇 |
| 综合类 | 608篇 |
| 自然地理 | 293篇 |
出版年
| 2024年 | 17篇 |
| 2023年 | 63篇 |
| 2022年 | 173篇 |
| 2021年 | 256篇 |
| 2020年 | 183篇 |
| 2019年 | 326篇 |
| 2018年 | 261篇 |
| 2017年 | 267篇 |
| 2016年 | 310篇 |
| 2015年 | 297篇 |
| 2014年 | 344篇 |
| 2013年 | 379篇 |
| 2012年 | 352篇 |
| 2011年 | 332篇 |
| 2010年 | 312篇 |
| 2009年 | 428篇 |
| 2008年 | 427篇 |
| 2007年 | 376篇 |
| 2006年 | 409篇 |
| 2005年 | 319篇 |
| 2004年 | 369篇 |
| 2003年 | 292篇 |
| 2002年 | 251篇 |
| 2001年 | 261篇 |
| 2000年 | 259篇 |
| 1999年 | 170篇 |
| 1998年 | 195篇 |
| 1997年 | 173篇 |
| 1996年 | 172篇 |
| 1995年 | 163篇 |
| 1994年 | 157篇 |
| 1993年 | 129篇 |
| 1992年 | 105篇 |
| 1991年 | 50篇 |
| 1990年 | 41篇 |
| 1989年 | 47篇 |
| 1988年 | 37篇 |
| 1987年 | 29篇 |
| 1986年 | 8篇 |
| 1985年 | 10篇 |
| 1984年 | 4篇 |
| 1983年 | 1篇 |
| 1980年 | 1篇 |
| 1979年 | 21篇 |
| 1978年 | 1篇 |
| 1977年 | 1篇 |
| 1954年 | 8篇 |
排序方式： 共有8786条查询结果，搜索用时 15 毫秒
941.
942.
PRESENT KINEMATICS CHARACTERISTICS OF THE NORTHERN YUMUSHAN ACTIVE FAULT AND ITS RESPONSE TO THE NORTHEASTWARD GROWTH OF THE TIBETAN PLATEAU 
下载免费PDF全文
下载免费PDF全文 CHEN Gan ZHENG Wen-jun WANG Xu-long ZHANG Pei-zhen XIONG Jian-guo YU Jin-xing LIU Xing-wang BI Hai-yun LIU Jin-rui AI Ming 《地震地质》2017,39(5):871-888
Qilian Shan and Hexi Corridor, located in the north of Tibetan plateau, are the margin of Tibetan plateau's tectonic deformation and pushing. Its internal deformations and activities can greatly conserve the extension process and characteristics of the Plateau. The research of Qilian Shan and Hexi Corridor consequentially plays a significant role in understanding tectonic deformation mechanism of Tibetan plateau. The northern Yumushan Fault, located in the middle of the northern Qilian Shan thrust belt, is a significant component of Qilian Shan thrust belt which divides Yumushan and intramontane basins in Hexi Corridor. Carrying out the research of Yumushan Fault will help explain the kinematics characteristics of the northern Yumushan active fault and its response to the northeastward growth of the Tibetan plateau.Because of limited technology conditions of the time, different research emphases and some other reasons, previous research results differ dramatically. This paper summarizes the last 20 years researches from the perspectives of fault slip rates, paleao-earthquake characteristics and tectonic deformation. Using aerial-photo morphological analysis, field investigation, optical simulated luminescence(OSL)dating of alluvial surfaces and topographic profiles, we calculate the vertical slip rate and strike-slip rate at the typical site in the northern Yumushan Fault, which is(0.55±0.15)mm/a and(0.95±0.11), respectively. On the controversial problems, namely "the Luotuo(Camel)city scarp" and the 180 A.D. Biaoshi earthquake, we use aerial-photo analysis, particular field investigation and typical profile dating. We concluded that "Luotuo city scarp" is the ruin of ancient diversion works rather than the fault scarp of the 180 A.D. Biaoshi earthquake. Combining the topographic profiles of the mountain range with fault characteristics, we believe Yumu Shan is a part of Qilian Shan. The uplift of Yumu Shan is the result of Qilian Shan and Yumu Shan itself pushing northwards. Topographic profile along the crest of the Yumu Shan illustrates the decrease from its center to the tips, which is similar to the vertical slip rates and the height of fault scarp. These show that Yumu Shan is controlled by fault extension and grows laterally and vertically. At present, fault activities are still concentrated near the north foot of Yumu Shan, and the mountain ranges continue to rise since late Cenozoic. 相似文献
943.
In this paper, according to the results of the satellite imagery interpretation and field investigation, we study the active features and the latest active times of the Chuxiong-Nanhua fault, the Quaternary basins formation mechanism, and the relationship between the fault and the 1680 Chuxiong MS6 ¾ earthquake. Several Quaternary profiles at Lvhe, Nanhua reveal that the fault has offset the late Pleistocene deposits of the T2 and T3 terraces of Longchuan river, indicating that the fault was obviously active in late Quaternary. The Chuxiong-Nanhua fault has been dominated by dextral strike slip motion in the late Quaternary, with an average rate of 1.6-2.0mm/a. Several pull apart Quaternary basins of Chuxiong, Nanhua, and Ziwu etc. have developed along the fault. The 1680 Chuxiong MS6 ¾ earthquake and several moderate earthquakes have occurred near the fault. The Chuxiong-Nanhua fault are the seismogenic structure of those earthquakes, the latest fault movement was in the late-Pleistocene, and even the Holocene. In large area, the Chuxiong-Nanhua fault and the eastern Qujiang fault and the Shiping fault composed a set of NW-trending oblique orientation active faults, and the motion characteristics are all mainly dextral strike slip. The motion characteristics, like the red river fault of the Sichuan-Yunnan Rhombic Block southwestern boundary, are concerned with the escaping movement of the Sichuan-Yunnan Rhombic Block. 相似文献
944.
2017年8月8日四川省九寨沟县发生M_s7.0地震.本文基于Sentinel-1 SAR影像,利用InSAR技术获取了此次地震的同震形变场,反演获得同震滑动分布,计算了同震位错对余震分布和周边断层的静态库仑应力变化,并对发震构造进行了分析讨论.结果表明:①InSAR同震形变场显示,九寨沟地震造成地表形变最大量级约为20 cm(雷达视线方向),同震形变存在非对称性分布特征.②同震位错以左旋走滑为主,主要发生在4~16 km深度,最大滑动量约为77 cm,位于9 km深处.反演得到的矩震级为Mw6.46.同震错动未破裂到地表.③大部分余震发生在库仑应力增加区.此次地震增加了震中周边地区一些断裂的库仑应力,如东昆仑断裂带东段、龙日坝断裂、虎牙断裂等.④东昆仑断裂东段的未来地震危险性值得关注.⑤九寨沟地震的发震断层为树正断裂,可能是虎牙断裂的北西延伸隐伏部分,此次地震是巴颜喀拉块体南东向运动受到华南块体的强烈阻挡过程中发生的一次典型构造事件. 相似文献
945.
远震接收函数已广泛用于反演台站下方的结构,然而由于地球的非弹性衰减作用,远震数据较难获得高频接收函数,对浅地表结构约束不足.为了克服这一问题,我们使用近震数据的高频接收函数来研究浅表速度结构,并应用于四川理县西山村滑坡体上3个宽频带地震仪记录到的近震事件.本文发展了接收函数V_P-k(V_P/V_S)叠加方法,结合接收函数H-k叠加和波形反演方法获得了台站下方滑坡体的厚度、S波速度和平均V_P/V_S比,并与钻孔得到的滑坡体厚度进行对比.结果表明,滑坡体具有小尺度的横向不均匀性,台站下方滑坡体的平均V_P/V_S比在2.4~3.1之间变化并且在底层存在78~143m·s~(-1)左右的S波低速层.本文观测到的高V_P/V_S比和底层低的S波速度结构,与电磁法获得的滑坡体底层低的电阻率和底部富水特征一致,表明滑坡体h1底界面的抗剪强度相对较弱,是潜在的滑坡危险区域.本文研究结果表明,利用近震接收函数能有效约束浅表的速度结构,进而能为滑坡灾害治理提供一定的地震学参考. 相似文献
946.
2013年芦山M_s7.0地震发生后,鲜水河断裂北西段的侏倭、虚墟等跨断层测点基线测项均出现不同程度的异常变化,异常核实结果认为基线异常属实.该异常变化是否与芦山地震的发生存在一定关联性,值得深入研究.本文首先分析芦山地震发生前后鲜水河断裂北西段不同基线长度的变化特征.基于鲜水河断裂带及邻区三维非线性黏弹性有限元模型,以GPS观测资料、同震静态滑移量作为约束,通过开展多组数值模拟实验,探讨下地壳不同流变特征下,芦山地震发生前后不同阶段,不同跨断层基线长度的时序动态变化特征.初步研究结果表明,1)侏倭、虚墟基线测点原始观测资料均表现出地震发生时基线长度减小,发生后短时间内反向快速恢复及增加的协同变化;2)在以GPS观测数据为约束的块体间差异性运动的动力学边界条件下,鲜水河断裂表现为左旋走滑运动;3)模拟结果显示,地震发生时测点间距离迅速减小,表现为断层右旋的特征,这与实际观测资料反映的结果一致;4)鲜水河断裂带两侧地块的下地壳黏滞系数分别取10~(18)Pa·s、10~(19)Pa·s时,由于黏弹性松弛效应的影响,造成基线长度在地震发生后短时间尺度内快速增加.对比分析认为,地震后短时间内实测资料反映的基线长度快速增加的特征可能是黏弹性松弛效应与构造作用共同作用的结果. 相似文献
947.
为配合汶川地震断裂带科学钻探工程(WFSD),中国地震局地球物理研究所在四川省绵竹市天池乡和灌县—安县断裂附近分别架设了15套微震仪器和17个短周期地震台.基于WFSD-3附近的微震、短周期和区域台网的固定台站记录的近震数据,通过横波窗内S波分裂计算,得到其上地壳各向异性参数,即快波偏振方向和慢波的时间延迟,并分析了研究区的上地壳各向异性特征.结果显示,研究区大部分区域的快波偏振方向为NE向,与龙门山断裂带走向一致,但在研究区微震台阵布设小区域内,快波偏振方向表现出东西分区特征,东部为NE向,西部为NW向.上地壳各向异性主要是受到岩层中随应力分布排列的微裂隙和岩石或矿物结构的影响,研究区内快波偏振方向主要表现为NE方向,与断裂走向一致,反映了研究区上地壳各向异性主要受控于结构控制的各向异性,局部区域的快波偏振方向为NW向,与区域最大主压应力方向一致,说明区域应力场对研究区上地壳各向异性也有影响.通过分析微震台阵的归一化时间延迟随时间的变化情况可以反映区域应力场的变化情况.微震台阵的慢S波时间延迟在2012、2013年较为离散,在2014年有收敛的趋势,反映了强震后区域应力场逐渐稳定的趋势. 相似文献
948.
1973年2月在鲜水河断裂带炉霍段发生了M7.6地震破裂.自那以来,先后在炉霍县虾拉沱布设了若干横跨该地震断层(1973年破裂带)的地壳形变观测系统,包括断层近场的短基线、短水准、蠕变仪、人工构筑物等,以及断层近-远场的GPS观测站.利用这些观测系统的长期观测资料,本文分析了鲜水河断裂带炉霍段的震后滑动/变形及其时、空变化特征,并建立起解释这些特征的动力学模式.研究表明:(1)1973年地震后的头5年,地震断层在虾拉沱场地表现为开放性质,近场的断层震后滑动以无震左旋蠕滑为主,速率达到10.27 mm/a,且伴有微量的拉张性蠕动作用;1979年以来,左旋蠕滑速率由5.3 mm/a逐渐减小到2.27 mm/a,减小的过程呈对数函数型,反映此阶段断层面已逐渐重新耦合、正朝闭锁的方向发展,并伴有部分应变积累.(2)1999年以来,地震断层两侧远场的相对左旋位移/变形速率为10 mm/a,远大于同时期断层近场(跨距40~144 m)的左旋蠕滑速率0.66~2.52 mm/a;远-近场位移/形变速率的显著变化发生在地震断层两侧各宽约30 km的范围,显示出这是与大地震应力应变积累-释放相关的断裂带宽度.(3)结合动力学背景与深部构造信息,本文对这里断层的震后位移/变形及其时、空变化的机理进行初步解释,要点是:震后约5年之后,由于逐渐增大的断层滑动/摩擦阻抗,上地壳脆性层中的断层面由震后初期的开放性质逐渐转向重新耦合、并朝闭锁的方向发展,但其两侧地块深部持续的延性相对运动拖拽着浅部脆性层发生相应的弹性位移/变形.(4)可估计再经历15~25年,研究断裂段将完全"闭锁",即进入积累下一次大地震应力应变的震间闭锁阶段. 相似文献
949.
The response of a rigid block supported on a horizontally moving foundation through a dry‐friction contact is investigated to near‐fault ground motions. Such motions can be thought of as consisting of a coherent component (‘pulse’) and an incoherent component, which can be described as a band‐limited ‘random noise’. The equation of motion of this strongly nonlinear system is reduced to a normalized form that reveals important parameters of the problem such as the critical acceleration ratio. The response of the sliding block to a set of uniformly processed near‐fault motions, covering a sufficiently wide range of magnitudes, is evaluated numerically for selected discrete values of the acceleration ratio. For each value of the critical acceleration ratio, the numerically computed residual slips are fitted with a Weibull (Gumbel type III) extreme value probability distribution. This allows the establishment of regression equations that describe accurately design sliding curves corresponding to various levels of non‐exceedance probability. The analysis reveals that the coherent component of motion contributes significantly to the response of the sliding block. Furthermore, the relevant acceleration in specifying the critical acceleration ratio is the (normalized) amplitude, αH_pulse, of the pulse and not the (normalized) amplitude of the incoherent component αH. Finally, the incoherent component is described quantitatively in terms of the root‐mean‐square acceleration aRMS, and an attempt is made to understand its influence on the response of the sliding block. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
950.