首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   279篇
  免费   86篇
  国内免费   116篇
测绘学   14篇
大气科学   6篇
地球物理   93篇
地质学   289篇
海洋学   20篇
天文学   22篇
综合类   14篇
自然地理   23篇
  2024年   1篇
  2023年   7篇
  2022年   8篇
  2021年   11篇
  2020年   10篇
  2019年   21篇
  2018年   15篇
  2017年   11篇
  2016年   25篇
  2015年   20篇
  2014年   23篇
  2013年   23篇
  2012年   26篇
  2011年   19篇
  2010年   17篇
  2009年   30篇
  2008年   21篇
  2007年   15篇
  2006年   20篇
  2005年   14篇
  2004年   16篇
  2003年   13篇
  2002年   14篇
  2001年   16篇
  2000年   17篇
  1999年   18篇
  1998年   15篇
  1997年   9篇
  1996年   5篇
  1995年   3篇
  1994年   5篇
  1993年   6篇
  1992年   3篇
  1991年   2篇
  1990年   1篇
  1987年   1篇
排序方式: 共有481条查询结果,搜索用时 15 毫秒
221.
A new method of retrofitting reinforced concrete (RC) frames with buckling‐restrained braces (BRBs) to improve frame strength, stiffness and energy dissipation is proposed. Instead of typical post‐installed anchors, load is transferred between the BRB and RC frame through compression bearing between an installed steel frame connected to the BRB, and high‐strength mortar blocks constructed at the four corners of the RC frame. This avoids complex on‐site anchor installation, and does not limit the allowable brace force by the anchor strength. Cyclic displacements of increasing amplitudes were imposed on two RC frame specimens retrofitted with different BRB strength capacities. In one of the frames, the bearing blocks were reinforced with wire mesh to mitigate cracking. A third RC frame was also tested as a benchmark to evaluate the retrofit strength and stiffness enhancements. Test results indicate that the proposed method efficiently transferred loads between the BRBs and RC frames, increasing the frame lateral strength while achieving good ductility and energy‐dissipating capacity. When the bearing block was reinforced with wire mesh, the maximum frame lateral strength and stiffness were more than 2.2 and 3.5 times the RC frame without the BRB respectively. The BRB imposes additional shear demands through the bearing blocks to both ends of the RC beam and column member discontinuity regions (D‐regions). The softened strut‐and‐tie model satisfactorily estimated the shear capacities of the D‐regions. A simplified calculation and a detailed PISA3D analysis were shown to effectively predict member demands to within 13.8% difference of the measured test results. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   
222.
223.
We derived a high‐resolution, spatially continuous map of erosion and deposition associated with the debris‐laden flows triggered by the 2011 Las Conchas wildfire and subsequent rainstorms over a 197 km2 area in New Mexico, USA. This map was produced using airborne‐LiDAR‐derived bare‐earth digital elevation models (DEMs) acquired approximately one year before and one year after the wildfire. Differencing of the pre‐wildfire and post‐wildfire‐and‐rainstorm bare‐earth DEMs yielded a DEM‐of‐difference (DoD) map that quantifies the magnitude of ground‐surface elevation changes due to erosion/deposition within each 1 m2 pixel. We applied a 0.3 m threshold filter to our DoD to remove changes that could have been due to artifacts and/or imperfect georeferencing. The 0.3 m value for the threshold filter was chosen based on the stated accuracy of the LiDAR as well as a comparison of areas of significant topographic change mapped in aerial photographs with those predicted using a range of candidate threshold values for the DoD filter. We developed an automated procedure that accepts the DoD map as input and computes, for every pixel in the DEM, the net sediment volume exported through each pixel by colluvial and/or fluvial processes using a digital routing algorithm. An analysis of the resulting sediment volume map for the Las Conchas fire demonstrates that sediment volume is proportional to upstream contributing area. After normalized by contributing area, the average sediment yield (defined as the sediment volume divided by the contributing area) increases as a power‐law functions of the average terrain slope and soil burn severity class (SBSC) with exponents equal to approximately 1.5. Our analysis quantifies the relationships among sediment yield, average terrain slope, and average soil burn severity class at the watershed scale and should prove useful for predicting the geomorphic response of wildfire‐affected drainage basins. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   
224.
A common explanation for intense soil erosion and gullying in SE Australia is the introduction by Europeans of new land use practices following their arrival in Australia in the late 18th century. Eucalyptus woodlands were cleared to introduce farming, and valley bottoms, characterized by chains of ponds with organic‐rich swampy meadow (SM) soils, were subsequently buried by thick deposits of ‘post‐settlement alluvium’ (PSA) generated by erosion in the catchment. In this study, optically stimulated luminescence (OSL) is used to evaluate the source(s) of the PSA in Grabben Gullen Creek (GGC), Australia. We use a portable OSL reader to measure total photon counts on bulk polymineral and polygrain‐size samples from nine profiles along the Creek. We use these luminescence signals as geotracers of sediment source(s) and transport pathways. We obtained higher luminescence signals in the PSA than in the SM sediments, suggesting different sources and fluvial transport conditions for these two widespread sedimentary units. Portable OSL reader data from soils in the GGC catchment that are potential sources for the SM sediments and PSA show that the high luminescence signals recorded in the PSA are similar to those from subsoil samples in granite soils, suggesting that the PSA was derived by gullying of granite subsoils. In the SM sediments, luminescence signals decrease upwards from the base of the profile, as expected in well‐reset fluvial deposits, but with one or more changes in gradient in the profile of photon counts with depth, most likely indicating changes in sediment deposition rates. To calculate deposition rates in the SM sediments, several samples were dated using OSL. The OSL ages produced low scatter in the equivalent doses, confirming the well‐reset nature of the grains composing the SM and indicating a process of sediment transport in dilute flows, as is interpreted from the portable OSL signals. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   
225.
华南印支期碰撞造山--十万大山盆地构造和沉积学证据   总被引:27,自引:9,他引:18  
十万大山盆地是云开造山带前陆地区的一个窄长的晚二叠世—中三叠世沉积盆地,位于扬子与华夏陆块拼接位置的西南端。十万大山盆地晚二叠世—中三叠世沉积由巨厚的磨拉石建造组成,并构成多个向上变粗和向上变细的构造-地层层序。云开造山带及前陆冲断带上泥盆统至下二叠统中发育了大量的印支期形成的薄皮褶皱和冲断构造。这些指示扬子和华夏陆块在印支期发生了强烈陆内碰撞与会聚及前陆盆地的沉积作用。P2 /P1 之间的不整合面是伸展构造向挤压构造转换的转换面,为华南印支期碰撞挤压造山或活化造山的序幕。T3 /T2 之间不整合面是挤压构造向伸展构造转换的转换面,是印支期活化挤压造山结束的界面,标志着晚二叠世开始的碰撞造山作用的结束。华南内部晚二叠世—中三叠世构造运动性质及转换与当时华南南缘存在的古特提斯洋的闭合及印支板块与华南陆块的碰撞作用有关。  相似文献   
226.
针对地球动力学等对毫米级国际地球参考框架的需求,介绍了国际地球参考框架的最新研究进展,探讨了现今顾及测站非线性运动的国际地球参考框架的局限性,并在毫米级国际地球参考框架建立的方法和技术改进方面提出了一些见解,对高精度国际地球参考框架的实现具有一定的参考价值。  相似文献   
227.
以体长7.643±0.639mm的日本囊对虾秋繁同生群仔虾为实验对象,以氨氮为胁迫因子,在水温18.0±1.0oC、盐度20、p H 8.1±0.2的条件下,经确认其96h成活率略低于5%的氨氮攻毒质量浓度为52.37mg/L后,以此为氨氮急性攻毒实验质量浓度,借助显微扫描像素测量技术和多元分析方法定量研究了A、B、C、D、E实验群体(依次为氨氮攻毒0—24h、24—48h、48—72h、72—96 h时段内的死亡群体和氨氮攻毒96 h时的存活群体)间形态表型特征的差异。结果表明:(1)在所涉15项形态性状中,各实验群体间均无显著差异(P0.05)的性状仅为总长和第四腹节长;(2)在所涉17项形态比例指标中,各实验群体间均无显著差异(P0.05)的指标共计3项,依次为第五腹节长/总长、额剑长/头胸甲长和尾节高/尾节长,各实验群体间的欧氏距离均达到显著水平(P0.01),且均有随耐氨氮性能差异的增大而呈显著增大的趋势;(3)经主成分分析,提取到的5个特征值均大于1的主成分,累计贡献率达85.940%,其中第1主成分的贡献率高达46.121%,其载荷绝对值大于0.5的主要影响变量占形态比例指标总数的64.706%;(4)将氨氮急性攻毒处理所获E实验群体定义为选留群,其余实验群体统归为淘汰群,经判别分析,所建的Fisher分类函数方程组可较清晰地区分淘汰群和选留群个体,其中选留群和淘汰群个体的判别准确率P1分别为99%和86.75%,P2分别为88.20%和98.86%,两者综合判别准确率为92.88%。  相似文献   
228.
229.
湘东南瑶岗仙岩体岩石化学特征、成因与构造环境   总被引:2,自引:0,他引:2  
湘东南燕山早期瑶岗仙岩体主要由黑云母二长花岗岩组成。岩石SiO2和K20平均含量分别为75.83%和4.78%,Na2O+K2O平均8.02%,K2O/Na2O比值平均为1.53,Al2O3平均为12.98%。总体属弱过铝质钙碱性花岗岩类。εNd(t)值为-11.13~-9.13;t20M为1.70~1.86Ga,与湘桂内陆带花岗岩的背景值(1.8~2.4Ga)和区域基底的时代(1.7~2.7Ga)相吻合。上述特征表明,瑶岗仙岩体岩浆来源为中地壳结晶基底,属典型S型花岗岩。氧化物构造环境判别图解及区域构造演化背景反映瑶岗仙岩体形成于后造山构造环境。  相似文献   
230.
内蒙古西乌旗努和特A型花岗岩位于贺根山缝合带内,侵位于晚石炭世梅劳特乌拉蛇绿岩带、中二叠统哲斯组和晚石炭世英云闪长岩中,岩性为正长花岗岩。努和特A型花岗岩富硅、富钾、富碱、贫Al_2O_3、CaO、MgO、TiO_2、P_2O、Sr、Ba、Eu、Ti和P,具有较高的Ga/Al、(Na_2O+K_2O)/CaO、K_2O/MgO、TFeO/MgO、Rb/Nb、Y/Nb、Sc/Nb值,稀土元素配分曲线为海鸥式分布,δEu值为0.25~0.54,负Eu异常明显,地球化学特征明显不同于I、S和M型花岗岩,为铝质A型花岗岩。在地球化学分类判别图解上,努和特A型花岗岩显示后造山A_2型花岗岩特征,反映其形成于后造山伸展环境。LA-ICP-MS锆石U-Pb测年表明,该花岗岩的侵位年龄为130.4±1.2Ma和130.4±1.4Ma,其形成时代为早白垩世。根据蛇绿岩、俯冲-岛弧型-碰撞型和后造山型岩浆岩的时空分布与演化特征,贺根山缝合带在早白垩世可能处于后造山伸展阶段。  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号