全文获取类型
收费全文 | 5838篇 |
免费 | 903篇 |
国内免费 | 1029篇 |
专业分类
测绘学 | 898篇 |
大气科学 | 235篇 |
地球物理 | 1729篇 |
地质学 | 3468篇 |
海洋学 | 689篇 |
天文学 | 36篇 |
综合类 | 306篇 |
自然地理 | 409篇 |
出版年
2024年 | 24篇 |
2023年 | 84篇 |
2022年 | 168篇 |
2021年 | 181篇 |
2020年 | 200篇 |
2019年 | 273篇 |
2018年 | 212篇 |
2017年 | 257篇 |
2016年 | 225篇 |
2015年 | 240篇 |
2014年 | 299篇 |
2013年 | 383篇 |
2012年 | 385篇 |
2011年 | 387篇 |
2010年 | 321篇 |
2009年 | 400篇 |
2008年 | 403篇 |
2007年 | 395篇 |
2006年 | 388篇 |
2005年 | 327篇 |
2004年 | 320篇 |
2003年 | 291篇 |
2002年 | 190篇 |
2001年 | 191篇 |
2000年 | 191篇 |
1999年 | 178篇 |
1998年 | 150篇 |
1997年 | 127篇 |
1996年 | 127篇 |
1995年 | 86篇 |
1994年 | 78篇 |
1993年 | 67篇 |
1992年 | 52篇 |
1991年 | 27篇 |
1990年 | 38篇 |
1989年 | 25篇 |
1988年 | 13篇 |
1987年 | 18篇 |
1986年 | 16篇 |
1985年 | 8篇 |
1984年 | 8篇 |
1983年 | 4篇 |
1982年 | 2篇 |
1981年 | 4篇 |
1980年 | 2篇 |
1979年 | 1篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1973年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有7770条查询结果,搜索用时 31 毫秒
81.
A generic network design in close range photogrammetry is one where optimal multi-ray intersection geometry is obtained with as few camera stations as practicable. Hyper redundancy is a concept whereby, once the generic network is in place, many additional images are recorded, with the beneficial impact upon object point precision being equivalent to the presence of multiple exposures at each camera position within the generic network. The effective number of images per station within a hyper redundant network might well be in the range of 10 to 20 or more. As is apparent when it is considered that a hyper redundant network may comprise hundreds of images, the concept is only applicable in practice to fully automatic vision metrology systems, where it proves to be a very effective means of enhancing measurement accuracy at the cost of minimal additional work in the image recording phase. This paper briefly reviews the network design and accuracy aspects of hyper redundancy and illustrates the technique by way of the photogrammetric measurement of surface deformation of a radio telescope of 26 m diameter. This project required an object point measurement accuracy of σ = 0·065 mm, or 1/400 000 of the diameter of the reflector. 相似文献
82.
班公湖—怒江构造带西段三叠纪—侏罗纪构造—沉积演化 总被引:20,自引:2,他引:20
班公湖-怒江构造带西段在大地构造位置上处于特提斯构造域东端,横跨班公湖-怒江断裂带。三叠纪-株罗纪期间,其构造-沉积演化经历了大陆初始裂谷(T)、原洋裂谷(J1)、残余弧后盆地(J2-J3)阶段。初始裂谷阶段的拉张是呈南断北超的半地堑式由东向西进行的,逐渐形成地堑式原洋裂谷盆地。中晚侏罗世,南部新特提斯洋壳开始北各俯冲,产生的区域挤压应力使原洋裂谷逐渐封闭,裂谷盆地的小洋壳表现出以南向俯冲为主的双向式腑冲,同时伴生区域热沉降,盆地具残余弧后盆地的性质。该阶段,羌南地区发育碳酸盐岩为主的稳定陆缘沉积,冈度斯-念青唐古拉板片北部则形成广泛南超的近源碎屑沉积。 相似文献
83.
资源勘查图件计算机辅助编绘系统的结构分析与开发策略研究 总被引:7,自引:1,他引:7
如何站在信息系统的高度来进行资源图件计算机辅助编绘系统的快速开发,是资源信息系统领域计算机应用的一个重要研究课题。在结构分析的基础上,将资源图件计算机辅助编绘系统划分为图形数据库,应用图形系统和基础图形系统3个基本部分。对于复杂资源图件的计算机辅助编绘,需要地矿点源信息系统的支持。在基础图形系统上进行专业编绘程序的二次开发是高效建立图件编绘系统的最佳途径,并需注意GIS集成应用,三维可视化,人工智能和参数化设计等方法的运用,而系统平台开发是复杂应用的高级阶段。该思想可应用于煤及油气勘探,工程开发,矿区管理及区域地质等诸多领域的软件开发中。 相似文献
84.
随着三峡水利工程的逐步实施,淹没区移民及新城镇建设等人类工程活动的加剧,以滑坡为主的环境地质问题日益突出。本文从稳定系数、安全系数入手,对铁道、公路等部门常用的设计计算原理进行了研究,并由此类比分析研究了三峡区回水后或库水位正常运行条件下,滑坡治理工程设计计算方法。 相似文献
85.
This work presents a novel neural network‐based approach to detect structural damage. The proposed approach comprises two steps. The first step, system identification, involves using neural system identification networks (NSINs) to identify the undamaged and damaged states of a structural system. The partial derivatives of the outputs with respect to the inputs of the NSIN, which identifies the system in a certain undamaged or damaged state, have a negligible variation with different system errors. This loosely defined unique property enables these partial derivatives to quantitatively indicate system damage from the model parameters. The second step, structural damage detection, involves using the neural damage detection network (NDDN) to detect the location and extent of the structural damage. The input to the NDDN is taken as the aforementioned partial derivatives of NSIN, and the output of the NDDN identifies the damage level for each member in the structure. Moreover, SDOF and MDOF examples are presented to demonstrate the feasibility of using the proposed method for damage detection of linear structures. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
86.
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
87.
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
88.
根据公路部门的实际工作,利用数字高程模型这一新的数字地理信息产品,采用空间分析的一些方法,应用AMI语言,对公路设计和施工中断面图的绘制、挖、填方量的计算等一些实际问题进行探讨和实践,并在此基础上构建了<宣芜高速公路设计应用示范系统>. 相似文献
89.
粉喷桩技术加固软土地基 总被引:3,自引:0,他引:3
简介了水泥粉体喷射搅拌加固软土地基的工作机理,结合沪蓉高速公路(沪宁段)地基处理实践,论述了粉喷桩加固软土地基的计算方法.采用粉喷桩加固软基,可加快路堤填土速率,铺筑路面后的工后沉降量能得到有效地控制,保证了工程质量. 相似文献
90.
由于缺乏早期资料,设计早期油气田(藏)开发方案是非常困难的。在制作翁氏模型的Qctm/No-ER图版和ER-ctR图版过程提出根据探明储量No、经济极限产量Qc、假定达到峰值产量的时间tm、最终采收率ER,由翁氏模型的Qctm/No-ER图版求取增长指数b,由翁氏模型ER-ctR图版求取ctR,再求出其他参数及所有的油气田(藏)开发指标,完成早期油气田(藏)开发方案设计。 相似文献