全文获取类型
收费全文 | 14472篇 |
免费 | 3148篇 |
国内免费 | 1141篇 |
专业分类
测绘学 | 483篇 |
大气科学 | 848篇 |
地球物理 | 11626篇 |
地质学 | 3137篇 |
海洋学 | 443篇 |
天文学 | 94篇 |
综合类 | 1112篇 |
自然地理 | 1018篇 |
出版年
2024年 | 23篇 |
2023年 | 137篇 |
2022年 | 363篇 |
2021年 | 527篇 |
2020年 | 474篇 |
2019年 | 571篇 |
2018年 | 524篇 |
2017年 | 529篇 |
2016年 | 406篇 |
2015年 | 572篇 |
2014年 | 779篇 |
2013年 | 789篇 |
2012年 | 749篇 |
2011年 | 845篇 |
2010年 | 792篇 |
2009年 | 1032篇 |
2008年 | 801篇 |
2007年 | 890篇 |
2006年 | 898篇 |
2005年 | 856篇 |
2004年 | 746篇 |
2003年 | 745篇 |
2002年 | 566篇 |
2001年 | 549篇 |
2000年 | 518篇 |
1999年 | 446篇 |
1998年 | 418篇 |
1997年 | 376篇 |
1996年 | 394篇 |
1995年 | 344篇 |
1994年 | 302篇 |
1993年 | 242篇 |
1992年 | 203篇 |
1991年 | 102篇 |
1990年 | 78篇 |
1989年 | 50篇 |
1988年 | 46篇 |
1987年 | 19篇 |
1986年 | 18篇 |
1985年 | 8篇 |
1984年 | 7篇 |
1983年 | 2篇 |
1982年 | 1篇 |
1979年 | 15篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1973年 | 1篇 |
1954年 | 6篇 |
排序方式: 共有10000条查询结果,搜索用时 375 毫秒
121.
DMC+4小卫星在国际灾害监测中的应用与评价 总被引:8,自引:0,他引:8
针对国际灾害监测星座应用技术和中国各种自然灾害的现状,着重研究了DMC(DisasterMonitoringConstellation)星座应用技术和DMC 4小卫星的数据特点,研究了利用小卫星星座对防灾、抗灾救灾的突出作用,研究了小卫星地面系统集成技术和星地一体化运营、管理和控制体系,以便进一步推动国内小卫星技术、遥感应用技术、卫星星座技术、天地一体化运管控技术和机制创新的发展。促进中国灾害监测星座的研制,最终实现对各种自然灾害的实时、动态监测。 相似文献
122.
123.
地震作用下的灰坝液化特征及其动力稳定性分析--以安阳电厂为例 总被引:1,自引:0,他引:1
根据安阳电厂灰坝岩土工程性质及其动力学特性,建立了适合灰坝工程的动力分析模型并采用有限元法进行了动力分析.在此基础上,在不同工况条件下对灰坝进行了抗液化安全评价及抗震稳定性分析.研究表明,在不设碎石桩、无排渗体条件下,粉煤灰子坝的抗液化安全系数Ks<1.25,将发生液化;在设碎石桩、有排渗体条件下,粉煤灰子坝的抗液化安全系数明显提高,Ks≥1.25,不会发生液化.抗震稳定性分析表明,在上述两种工况条件下灰坝是稳定的. 相似文献
124.
新疆矿产资源极为丰富,矿业开发带动了地区经济的发展,但由于人为不合理开发,加上地区脆弱的生态环境,导致了资源破坏、地质灾害和环境污染等一系列的环境地质问题。引起矿山地区环境恶化的主要原因有历史因素、政策、经济技术、地方保护主义及环保意识差等。随着西部大开发,我国将进一步加大矿业开发力度,走出“先开发、后治理”的误区,使矿业开发和环境保护健康协调发展。 相似文献
125.
126.
Passive energy dissipation devices (EDDs), such as viscous dampers, viscoelastic dampers, etc., have been used to effectively reduce the dynamic response of civil infrastructures, such as buildings and bridges, subject to earthquakes and strong winds. The design of these passive energy dissipation devices (EDDs) involves the determination of the optimal locations and the corresponding capacities. In this paper, we present two optimal design methodologies for passive EDDs based on active control theories, including H∞ and H2 performances, respectively. The optimal design methodologies presented are capable of determining the optimal locations and the corresponding capacities of EDDs. Emphasis is placed on the application of linear matrix inequality (LMI) for the effective design of passive EDDs using the popular MATLAB toolboxes. One important advantage of the proposed approaches is that the computation of the structural response is not needed in the design process. The proposed optimal design methodologies have been applied to: (i) a 10‐storey building and a 24‐storey building both subject to earthquake excitations, and (ii) a 76‐storey wind‐excited benchmark building, to demonstrate the advantages of the proposed design methodologies over the conventional equal capacity design. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
127.
Semi‐active stiffness damper (SASD) is one of many semi‐active control systems with the capability to mitigate the dynamic response using only a small amount of external power. The system consists of a hydraulic damper connected to the bracing frame in a selected story unit. In this paper, study of a SASD in two building models of five‐stories under four benchmark earthquake records is reported. The purpose of this study is to evaluate the effectiveness of the control system against structure type and varying earthquake inputs. Various control laws are chosen to work with SASD, such as: resetting control, switching control, linear quadratic regulator (LQR) and modified LQR, and the results are compared with no control and passive control cases. Numerical results show that the use of a SASD is effective in reducing seismic responses. Control effectiveness is dependent on the type of structure and earthquake excitation. Passive control is less effective than other control cases as expected. Resetting control, switching control and LQR generally perform similarly in response reduction. While modified LQR is more efficient and robust compared with other control algorithms. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
128.
Most current methods of design for concrete structures under earthquake loads rely on highly idealized ‘equivalent’ static representations of the seismic loads and linear‐elastic methods of structural analysis. With the continuing development of non‐linear methods of dynamic analysis for the overload behaviour and collapse of complete concrete structures, a more direct and more accurate design procedure becomes possible which considers conditions at system collapse. This paper describes an evaluation procedure that uses non‐linear dynamic collapse–load analysis together with global safety coefficients. A back‐calibration procedure for evaluating the global safety coefficients is also described. The aim of this paper is to open up discussion of alternative methods of design with improved accuracy which are necessary to move towards a direct collapse–load method of design. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
129.
In order to examine the applicability of ground‐shaking mapping techniques to a near‐field earthquake, a peak ground velocity map of the 1995 Hyogo‐ken Nanbu, Japan earthquake computed from seismic zoning methods that consider the effects of geological conditions is compared with the actual observed intensity map. When computing the ground‐shaking map, the site amplification at each site is calculated in terms of the average shear‐wave velocity of the ground estimated from the corresponding geomorphological conditions. This map shows a relatively good agreement with the observed intensity map. However, the computations provide smaller values for certain disastrous areas of the earthquake, where the effects on ground motion of a deep, irregular underground structure have been reported. The effect of such structures on site response is examined implementing 2D FEM analyses, thereby being also incorporated into the method. Results considering the effect of the irregular underground structure show better agreement with the observed intensity map. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
130.
张北地震区三维构造特征 总被引:7,自引:0,他引:7
地震层析成像结果揭示了张北地震区的构造特征。震源区周围分布有相交的北北西和北东向低速异常带。极震区正下方壳内存在高速异常的坚固体 ,其周围被多条低速异常带围限。区域构造具备了大量积累应变能和向高应力区传递应变能的孕震构造特征 ,北北西和北东向的隐伏断裂共同构成了区域的发震构造。该震区在中新生代以来有过多期岩浆活动 ,震中区周围分布有几个新第三纪的火山口。极震区米家沟附近火山的三维剖分图给出了该火山从地表到壳内 10km深度的速度图像 ,中新生代的火山岩浆活动对该区域孕震构造的形成起了重要作用。 相似文献