全文获取类型
收费全文 | 11222篇 |
免费 | 2691篇 |
国内免费 | 466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 | 1611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 | 37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 9 毫秒
961.
结构平稳随机地震反应时域分析:方法 总被引:3,自引:3,他引:3
给出了三种常用的随机地震地面运动过程模型,即理想白噪声模型、金井清模型、改进金井清模型的相关函数表达式.引入状态向量,在状态空间中建立地震地面运动激励下的结构振动方程,并求解出结构的复模态特性和复模态反应.利用复模态叠加法推导出线性时不变多自由度体系在这三种随机地震动激励下的平稳协方差反应的解析式,可在时域内直接计算结构随机反应的统计特征.该方法物理概念清晰,结论简便明确,可作为实际工程结构平稳随机地震反应的实用分析方法. 相似文献
962.
The seismic response of a multi‐span continuous bridge isolated with novel superelastic‐friction base isolator (S‐FBI) is investigated under near‐field earthquakes. The isolation system consists of a flat steel‐Teflon sliding bearing and a superelastic NiTi shape memory alloy (SMA) device. The key design parameters of an S‐FBI system are the natural period of the isolated bridge, the yielding displacement of the SMA device, and the friction coefficient of the sliding bearings. The goal of this study is to obtain optimal values for each design parameter by performing sensitivity analysis of a bridge isolated by an S‐FBI system. First, a three‐span continuous bridge is modeled as two‐degrees‐of‐freedom with the S‐FBI system. A neuro‐fuzzy model is used to capture rate‐ and temperature‐dependent nonlinear behavior of the SMA device. Then, a set of nonlinear time history analyses of the isolated bridge is performed. The variation of the peak response quantities of interest is shown as a function of design parameters of the S‐FBI system and the optimal values for each parameter are evaluated. Next, in order to assess the effectiveness of the S‐FBI system, the response of the bridge isolated by the S‐FBI system is compared with the response of the non‐isolated bridge and the same bridge isolated by pure‐friction (P‐F) sliding isolation system. Finally, the influence of temperature variations on the performance of the S‐FBI system is evaluated. The results show that the optimum design of a bridge with the S‐FBI system can be achieved by a judicious specification of design parameters. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
963.
本文总结分析了发生在新丰江水库老震区,距1962年6.1级主震27年的1次4.5级地震的活动和特点,认为此次4.5级地震及其伴生的小震群仍系新丰江水库诱发地震序列的中晚期强余震。 相似文献
964.
A computational algorithm for maximizing the control efficiency in actively controlling the elastic structural responses during earthquake is proposed. Study of optimal linear control using a single degree of freedom shows that applying active control is very effective in reducing the structural displacement and velocity responses for long‐period structures, but at the same time it has an adverse effect in increasing the absolute acceleration response. The extent of this adverse effect reduces the effectiveness of the control system, and therefore it poses a limit on the maximum control force in order to provide maximum control efficiency. In view of this shortcoming, maximum control energy dissipation is used to define the most effective optimal linear control law. Less displacement and velocity response are expected as larger control force is applied, but there is always a limit that maximum control energy can be dissipated. This study shows that this limit depends on the structural characteristics as well as the input ground motion, and a general trend is that the maximum control energy decreases as damping increases. Finally, application of the proposed algorithm on a six‐storey hospital building is presented to show the effectiveness of using optimal linear control on a multi‐degree‐of‐freedom system from the control energy perspectives. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
965.
地震次生毒气泄漏与扩散的数值模拟与动态仿真 总被引:16,自引:1,他引:16
文章对破坏性地震中可能发生的次生毒气泄漏与扩散灾害进行了数值模拟与动态仿真研究,设定了几种有实际意义的数值分析模型,分别进行了结构地震破坏,有毒有害气体泄漏,在一定泄漏和气象条件下的向周围空间扩散的动态仿真研究,给出了典型毒气扩散过程中可致人员死亡,严重危险和有感区域的范围的动态变化结果,作者认为地震次生毒气泄漏与扩散研究对大地震应急、城市和大型企业防灾都有重要的意义和广阔的应用前景。 相似文献
966.
用水氡最大变化率法对强震时间作中短期预报 总被引:4,自引:0,他引:4
介绍了水氡变化率的物理含义以及变化率动态图象的生成方法,强震前在动态图象上存在着变化率≥0.06高值异常区,异常区中心的最大变化率随时间有规律地演化,且与发震时间有着良好的统计关系。据此提出4个时间预测指标。检验性预测结果表明,预测的发震时间段长短大多数为2至6个月,可满足强震的中短期预报尺度的需要。 相似文献
967.
A NEW FINDING OF SURFACE RUPTURE ZONES ASSOCIATED WITH THE 1936 LINGSHAN M6(3/4) EARTHQUAKE,GUANGXI, CHINA 下载免费PDF全文
LI Xi-guang LI Bing-su PAN Li-li NIE Guan-jun WU Jiao-bing LU Jun-hong YAN Xiao-min LI Zhi-yong 《地震地质》2017,39(4):689-698
On April 1, 1936, an M6(3/4) earthquake occurred on the Fangcheng-lingshan Fault. This event is the biggest historical earthquake on the coastal seismic zone, South China ever. But so far, no any findings about the surface rupture of this event have been reported. This paper is the first to find several intact surface rupture zones associated with the 1936 Lingshan seismic event, in the areas of Gaotang, Jiaogengping etc. on the northeast segment of the Fangcheng-Lingshan Fault. According to the field work, the surface rupture stretches to 10km and distributes along NE direction in front of Luoyang Mountain, represented by earthquake scarp, extensional fracture, dextrally faulted gully and river system etc. The characteristics of surface ruptures and faulted landforms indicate that the surface rupture is of normal-dextral strike slip faulting. The trenching on this fault exposed that at least three seismic events have been recorded, including two historical earthquake events and the latest one is the 1936 Lingshan M6(3/4) earthquake. These surface rupture zones are the key to the detection of seismogenic structure and the re-estimate of magnitude of this event. The new finding of these surface rupture zones would be particularly significant for the detection of the seismogenic structure of Lingshan M6(3/4) earthquake. 相似文献
968.
利用四川地区2010年8月至2015年3月的流动重力观测数据作出重力场等值线变化图像,研究分析2014年康定MS6.3级地震前后的重力变化特征,结果表明:(1)三岔口地区长期保持区域性重力正值变化异常及重力变化高梯度带;(2)在康定MS6.3级地震前后三岔口地区的区域性重力正值变化异常及重力变化高梯度带变化并不是特别显著;(3)在康定MS6.3级地震前震区重力变化等值线出现四象限区域或者类似于四象限区域的分布特征;(4)康定MS6.3级地震发震位置处于0值线附近且0值线在此处发生明显的转折、畸变;(5)康定MS6.3级地震发生在重力减小后回调增加的过程中,震后重力继续回调增加。 相似文献
969.
970.