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   5917篇
  免费   1192篇
  国内免费   1886篇
测绘学   294篇
大气科学   936篇
地球物理   1479篇
地质学   3765篇
海洋学   897篇
天文学   110篇
综合类   385篇
自然地理   1129篇
  2024年   28篇
  2023年   77篇
  2022年   248篇
  2021年   242篇
  2020年   305篇
  2019年   287篇
  2018年   251篇
  2017年   263篇
  2016年   268篇
  2015年   310篇
  2014年   368篇
  2013年   383篇
  2012年   406篇
  2011年   414篇
  2010年   322篇
  2009年   411篇
  2008年   363篇
  2007年   442篇
  2006年   427篇
  2005年   379篇
  2004年   358篇
  2003年   308篇
  2002年   262篇
  2001年   220篇
  2000年   242篇
  1999年   185篇
  1998年   191篇
  1997年   176篇
  1996年   155篇
  1995年   145篇
  1994年   108篇
  1993年   114篇
  1992年   85篇
  1991年   61篇
  1990年   38篇
  1989年   45篇
  1988年   25篇
  1987年   23篇
  1986年   14篇
  1985年   12篇
  1984年   7篇
  1983年   11篇
  1982年   4篇
  1981年   5篇
  1980年   1篇
  1979年   1篇
  1978年   1篇
  1977年   3篇
  1954年   1篇
排序方式: 共有8995条查询结果,搜索用时 78 毫秒
991.
为研究抗滑桩合理桩间距以及荷载传递机制,首先以桩侧摩阻力为拱脚时的破裂面推导出以桩身为拱脚时的破裂角计算公式;然后引入对数螺旋线法确定桩间土体的滑移深度,以土拱效应为基础建立计算模型,求解考虑桩间土体滑移深度的合理桩间距表达式;最后对桩间净距的主要影响因素进行分析,包括滑坡推力、黏聚力、桩截面宽度以及高度。研究结果表明:由桩身和桩侧摩阻力同时作为土拱拱脚更符合实际受力状态,同时求得的土拱拱圈厚度和矢高小于以桩身为拱脚条件下相应值而大于以桩侧摩阻力为拱脚条件下的相应值,并且随桩埋深的增加而增大。  相似文献   
992.
复杂地震激励下隔震结构地震响应研究进展   总被引:1,自引:1,他引:0       下载免费PDF全文
张克纯  李凝志 《地震工程学报》2020,42(5):1270-1275,1336
隔震技术作为当前最有效的结构减震控制技术之一,在世界各国高烈度地区广泛建造。随着隔震技术的大范围推广,建造工况更为复杂的隔震工程随之不断涌现。系统深入研究复杂地震激励下隔震结构地震响应,是隔震工程长期安全服役的重要保障,也是隔震技术能够不断完善和推广的坚实基础。本文从复杂地震激励涵盖的多维地震、近场和近断层地震、行波效应以及土与结构相互作用四个主要方面入手,依据国内外相关文献开展综述,探讨了复杂地震激励下隔震结构研究存在的问题,并对此进行展望。  相似文献   
993.
本文研究土与结构相互作用(SSI)对多层及中高层基础隔震建筑地震需求及隔震效率的影响规律,隔震层采用LRB铅芯橡胶与LNR普通橡胶隔震支座组合,就我国现行《建筑抗震设计规范》(GB50011-2010)中软土场地设置隔震层问题做探讨。提出土与基础隔震结构相互作用的简化计算模型,对不同场地及隔震设计目标下的多层及中高层基础隔震结构进行时程分析。研究表明:软土场地基础隔震建筑隔震层的有效隔震效率相对于硬土场地有所下降,必须通过设置具有一定规格的LRB支座来满足隔震目标。本文给出了铅芯橡胶支座极限变形需求随建筑层高及隔震目标变化的规律。  相似文献   
994.
为研究AP1000核电厂基底隔震性能,设计了缩尺比为1/40的AP1000核电厂模型结构,进行了AP1000核电厂模型基底隔震振动台试验。试验中采用铅芯橡胶隔震支座进行隔震,并选取RG1.60人工波、El Centro波和Kobe波作为地震动输入。本文从加速度响应、楼层加速度反应谱、加速度峰值放大系数、减震率等方面对隔震与非隔震核电厂结构的地震响应特性进行了研究。试验结果表明:隔震能明显减小上部结构水平向加速度响应和加速度反应谱峰值,而在隔震频率处隔震模型加速度反应谱有所增加;隔震模型由于摇摆效应在隔震频率处的水平向楼层加速度反应谱随楼层高度的升高先减小后增大;在三向输入地震动作用下,隔震和非隔震AP1000模型各楼层在竖向基频附近的竖向加速度反应谱较竖向输入的地震动放大较为明显。  相似文献   
995.
为探究超高墩三塔斜拉桥在弹性拉索装置下的减震效果,首先利用SAP2000建立了考虑支座非线性和拉索几何非线性的三维有限元模型;其次基于弹性拉索装置,研究了弹性拉索刚度对三塔斜拉桥地震响应的影响;最后基于数值分析结果并结合某三塔斜拉桥实际工程提出3种减震方案。研究表明:在两边塔塔梁结合处设置弹性拉索可显著减小桥梁在地震作用下的内力和位移响应;提出的方案1(两边塔单根弹性索均为50股,单股刚度均为12000kN/m)、方案2(两边塔单根弹性索均为100股,单股刚度均为10000kN/m)和方案3(15#主塔单根弹性拉索100股,单股刚度10000kN/m;17#主塔单根弹性拉索100股,单股刚度为16000kN/m)相较于无弹性索状态,均可有效降低主塔塔底弯矩、塔底剪力、塔顶位移及主梁纵向位移;相较于方案1,方案2和方案3是更优方案。  相似文献   
996.
鄂阳页2 HF井是国内首口针对震旦系陡山沱组的页岩气水平井,该井钻遇的陡山沱组页岩厚度大,岩石脆性好,含气性好且天然裂缝发育,具备良好的压裂改造基础.针对陡山沱组储层"高云质、地层常压、水平应力差异大、隔夹层发育"等压裂改造难点,通过采用"密分切割、多簇射孔、转向压裂"等复杂裂缝体积压裂工艺,采取变排量、暂堵转向、停泵...  相似文献   
997.
温度对宽频地震计观测资料影响的研究方法   总被引:1,自引:0,他引:1  
王晓蕾  谷国梁  薛兵  朱小毅 《地震》2018,38(3):170-180
本文以具有力平衡反馈结构的甚宽频地震计BBVS-120为分析对象, 通过台站观测实验和实验室温控实验的相关分析, 得到了温度对输出信号影响的频带范围和水平, 定义了温度灵敏度参数, 从定量的角度分析了温度对地震计观测资料的影响。  相似文献   
998.
Slip rate is one of the most important parameters in quantitative research of active faults. It is an average rate of fault dislocation during a particular period, which can reflect the strain energy accumulation rate of a fault. Thus it is often directly used in the evaluation of seismic hazard. Tectonic activities significantly influence regional geomorphic characteristics. Therefore, river evolution characteristics can be used to study tectonic activities characteristics, which is a relatively reliable method to determine slip rate of fault. Based on the study of the river geomorphology evolution process model and considering the influence of topographic and geomorphic factors, this paper established the river terrace dislocation model and put forward that the accurate measurement of the displacement caused by the fault should focus on the erosion of the terrace caused by river migration under the influence of topography. Through the analysis of the different cases in detail, it was found that the evolution of rivers is often affected by the topography, and rivers tend to migrate to the lower side of the terrain and erode the terraces on this side. However, terraces on the higher side of the terrain can usually be preserved, and the displacement caused by faulting can be accumulated relatively completely. Though it is reliable to calculate the slip rate of faults through the terrace dislocation on this side, a detailed analysis should be carried out in the field in order to select the appropriate terraces to measure the displacement under the comprehensive effects of topography, landform and other factors, if the terraces on both sides of the river are preserved. In order to obtain the results more objectively, we used Monte Carlo method to estimate the fault displacement and displacement error range. We used the linear equation to fit the position of terrace scarps and faults, and then calculate the terrace displacement. After 100, 000 times of simulation, the fault displacement and its error range could be obtained with 95%confidence interval. We selected the Gaoyan River in the eastern Altyn Tagh Fault as the research object, and used the unmanned air vehicle aerial photography technology to obtain the high-resolution DEM of this area. Based on the terrace evolution model proposed in this paper, we analyzed the terrace evolution with the detailed interpretation of the topography and landform of the DEM, and inferred that the right bank of the river was higher than the left bank, which led to the continuous erosion of the river to the left bank, while the terraces on the right bank were preserved. In addition, four stages of fault displacements and their error ranges were obtained by Monte Carlo method. By integrating the dating results of previous researches in this area, we got the fault slip rate of(1.80±0.51)mm/a. After comparing this result with the slip rates of each section of Altyn Tagh Fault studied by predecessors, it was found that the slip rate obtained in this paper is in line with the variation trend of the slip rate summarized by predecessors, namely, the slip rate gradually decreases from west to east, from 10~12mm/a in the middle section to about 2mm/a at the end.  相似文献   
999.
Under the background of thrusting stress regime, a large number of strike-slip earthquakes occurred on the Miyaluo Fault during the Wenchuan earthquake sequence process, which is in the southern part of the Longmenshan Fault. In order to find the cause of their occurrence, stress tensors in subregions near the Miyaluo Fault are estimated. The result shows that in both north and south side of the Miyaluo Fault, the direction of principal compressive stress is nearly perpendicular to the Longmenshan Fault, and its dip is nearly horizontal, and the direction of tensile stress is nearly vertical. While in the Miyaluo fault zone, the direction of principal compressive stress is SWW-NEE, and its dip is nearly horizontal, the direction of principal tensile stress is NNW-SSE, also its dip is nearly horizontal. It is consistent with sinistral shear stress state in the Miyaluo fault zone. It was referred that the behavior of Miyaluo Fault during the Wenchuan earthquake sequence process was caused by tearing effect generated from unbalanced forces of two sides of the fault. To understand the rupture mode of the aftershocks in subregions as described above, the total seismic moment tensors are estimated by adding the corresponding component separately of the seismic moment tensor of aftershocks in each region. The result shows the similar trend of total seismic moment tensor components in the north and south side of the Miyaluo Fault(indicating the consistency of rupture mode in the north and south side of the Miyaluo Fault), and most seismic moment tensor components in the south side is higher than that in the north side, especially the compression component perpendicular to Longmenshan Fault and expansion component in the vertical direction. It indicates that thrusting component in the southeast direction in the south side is greater than that in the north side, and the thrusting difference causes the sinistral tearing effect of the Miyaluo Fault. We also find that the sinistral tearing component of the Miyaluo Fault is the same order of magnitude with the thrusting difference of its two sides, which indicates that the tearing effect of Miyaluo Fault can be completely explained by thrusting difference of its two sides. According to the analysis, we put forward the dynamic model of the Miyaluo Fault, which can explain the above phenomenon.  相似文献   
1000.
Nishinoshima, a submarine volcano in the Ogasawara Arc, approximately 1 000 km south of Tokyo, Japan, suddenly erupted in November 2013, after 40 years of dormancy. Olivine‐bearing phenocryst‐poor andesites found in older submarine lavas from the flanks of the volcano have been used to develop a model for the genesis of andesitic lavas from Nishinoshima. In this model, primary andesite magmas originate directly from the mantle as a result of shallow and hydrous melting of plagioclase peridotites. Thus, it only operates beneath Nishinoshima and submarine volcanoes in the Ogasawara Arc and other oceanic arcs, where the crust is thin. The primary magma compositions have changed from basalt, produced at considerable depth, to andesite, produced beneath the existing thinner crust at this location in the arc. This reflects the thermal and mechanical evolution of the mantle wedge and the overlying lithosphere. It is suggested that continental crust‐like andesitic magma builds up beneath submarine volcanoes on thin arc lithosphere today, and has built up beneath such volcanoes in the past. Andesites produced by this shallow and hydrous melting of the mantle could accumulate through collisions of plates to generate continental crust.  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