全文获取类型
收费全文 | 5076篇 |
免费 | 816篇 |
国内免费 | 757篇 |
专业分类
测绘学 | 1318篇 |
大气科学 | 557篇 |
地球物理 | 1037篇 |
地质学 | 2300篇 |
海洋学 | 651篇 |
天文学 | 73篇 |
综合类 | 289篇 |
自然地理 | 424篇 |
出版年
2024年 | 6篇 |
2023年 | 51篇 |
2022年 | 132篇 |
2021年 | 181篇 |
2020年 | 166篇 |
2019年 | 228篇 |
2018年 | 152篇 |
2017年 | 201篇 |
2016年 | 194篇 |
2015年 | 196篇 |
2014年 | 335篇 |
2013年 | 302篇 |
2012年 | 388篇 |
2011年 | 360篇 |
2010年 | 333篇 |
2009年 | 303篇 |
2008年 | 291篇 |
2007年 | 401篇 |
2006年 | 343篇 |
2005年 | 286篇 |
2004年 | 272篇 |
2003年 | 266篇 |
2002年 | 189篇 |
2001年 | 182篇 |
2000年 | 174篇 |
1999年 | 145篇 |
1998年 | 135篇 |
1997年 | 79篇 |
1996年 | 86篇 |
1995年 | 53篇 |
1994年 | 56篇 |
1993年 | 31篇 |
1992年 | 37篇 |
1991年 | 16篇 |
1990年 | 18篇 |
1989年 | 11篇 |
1988年 | 14篇 |
1987年 | 12篇 |
1986年 | 5篇 |
1985年 | 3篇 |
1984年 | 10篇 |
1983年 | 3篇 |
1982年 | 1篇 |
1981年 | 1篇 |
1980年 | 1篇 |
排序方式: 共有6649条查询结果,搜索用时 15 毫秒
171.
Izuru Takewaki 《地震工程与结构动力学》2004,33(5):575-590
A new complex modal analysis‐based method is developed in the frequency domain for efficient computation of the earthquake input energy to a highly damped linear elastic passive control structure. The input energy to the structure during an earthquake is an important measure of seismic demand. Because of generality and applicability to non‐linear structures, the earthquake input energy has usually been computed in the time domain. It is shown here that the formulation of the earthquake input energy in the frequency domain is essential for deriving a bound on the earthquake input energy for a class of ground motions and for understanding the robustness of passively controlled structures to disturbances with various frequency contents. From the viewpoint of computational efficiency, a modal analysis‐based method is developed. The importance of overdamped modes in the energy computation of specific non‐proportionally damped models is demonstrated by comparing the energy transfer functions and the displacement transfer functions. Through numerical examinations for four recorded ground motions, it is shown that the modal analysis‐based method in the frequency domain is very efficient in the computation of the earthquake input energy. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
172.
In this study a procedure for determining the optimum size and location of viscoelastic dampers is proposed using the eigenvalue assignment technique. Natural frequencies and modal damping ratios, required to realize a given target response, are determined first by the convex model. Then the desired dynamic structural properties are realized by optimally distributing the damping and stiffness coefficients of viscoelastic dampers using non‐linear programming based on the gradient of eigenvalues. This optimization method provides information on the optimal location as well as the magnitude of the damper parameters. The proposed procedure is applied to the retrofit of a 10‐story shear frame, and to a three‐dimensional structure with an asymmetric plan. The analysis results confirm that the responses of model structures retrofitted by the proposed method correspond well with the given target response. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
173.
This study investigates an electric‐type active mass driver (AMD) system for structural vibration control. Composed primarily of an electric servomotor and a ball screw, the electrical AMD system is free from noise problems, oil leakage, and labor‐intensive maintenance that commonly are associated with hydraulic AMD systems. The desired stroke amplification of the mass and the power demand of the servomotor can be adjusted via the ball screw pitch, which in turn affects the effectiveness and efficiency of the system. Meanwhile, an instantaneous optimal direct output feedback control algorithm is adopted. Numerical simulation is performed using a five‐story steel frame as the object structure under the conditions of the 1940 El Centro earthquake. The AMD system proves to be effective and efficient within a certain range of the ball screw pitch. The reductions of the peak responses can reach as high as 70% if properly designed. Requiring only the velocity measurement of the top floor for on‐line feedback control, the proposed control algorithm is recommended for practical implementation. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
174.
预测和控制深基坑变形的抗隆起稳定系数法 总被引:1,自引:0,他引:1
本文讨论了在软土基坑工程设计施工中所涉及到的抗隆起稳定系数的合理计算方法;通过对大量上海深基坑工程的计算分析并结合现场实测数据论证了利用抗隆起稳定系数进行基坑变形预测和控制的合理性,并提出了适用稳定系数法控制基坑变形的设计计算预测公式:δh/H~Ks关系式。 相似文献
175.
传统的水库汛限水位的控制,只利用了洪水的统计信息,使水库在汛期要时刻预防设计与校核洪水事件的发生,致使一些水库在汛期不敢蓄水而汛后又无水可蓄,造成洪水资源的浪费。提出水库汛限水位动态控制的新理念及其综合推理模式,适应当前预报技术的发展水平,考虑降雨径流洪水预报与一定时间内的短期降雨预报,排除不可能发生的洪水事件,预报可能发生的洪水,实施水库汛限水位的动态控制。但预报不可避免地存在误差,当小概率预报误差事件发生时,仍可采取弥补措施以确保大坝的防洪安全。 相似文献
176.
鄱阳湖区平垸行洪、退田还湖后的防洪减灾形势分析 总被引:4,自引:0,他引:4
根据鄱阳湖区“退田还湖”的实际资料,采用洪水模拟的方法分析计算出“退田还湖”降低湖口站洪水位和减少1954年洪水超额分洪量,分析了“退田还湖”后鄱阳湖区的防洪减灾形势,提出应继续加强对鄱阳湖区防洪工程的建设,探讨了“退田还湖”后江湖洪水关系的变化趋势。 相似文献
177.
陕北砂黄土区公路地质灾害及防治对策 总被引:8,自引:0,他引:8
中国西北黄土的颗粒组成具有明显的地带性分布规律,自NW向SE可依次划分为砂黄土带、典型黄土带和粘黄土带。黄土高原北部地质灾害综合调查表明,砂黄土区公路地质灾害的主要类型包括黄土边坡滑塌灾害、路堤裂陷灾害、路桥变形和冲蚀灾害等。根据试验测试分析结果,公路地质灾害的形成主要受黄土本身的物质组成、结构及力学性质控制,人类工程活动的盲目性是诱发地质灾害的重要因素。文章在砂黄土公路地质灾害特征分析的基础上,提出加强边坡防护和冲蚀灾害防治是公路地质灾害防治的两个基本途径,并给出了针对性的防治对策。这不仅对该地区的公路建设具有重要的指导作用,而且对其它生命线工程如铁路、输油气管道、渠道等也具有重要的借鉴意义。 相似文献
178.
华南地区崩岗侵蚀灾害及其防治 总被引:9,自引:0,他引:9
刘瑞华 《水文地质工程地质》2004,31(4):54-57
根据区域调查和定位研究资料,介绍了华南地区崩岗侵蚀及其灾害特点,概述了崩岗的形成、发育规律及其演变过程,分析了崩岗侵蚀及其灾害的影响因素。提出进行崩岗灾害防治时,应在水土保持传统方法基础上,整合水文地质学和工程地质学及其它相关学科理论,应用GIS技术对崩岗侵蚀进行科学监测和管理,为坡地利用和环境整治以及灾害防治提供依据。 相似文献
179.
180.
Four major fault systems oriented N–S to NNE–SSW, NE–SW, E–W and NW–SE are identified from Landsat Thematic Mapper (TM) images and a high resolution digital elevation model (DEM) over the Ethiopian Rift Valley and the surrounding plateaus. Most of these faults are the result of Cenozoic - extensional reactivation of pre-existing basement structures. These faults interacted with each other at different geological times under different geodynamic conditions. The Cenozoic interaction under an extensional tectonic regime is the major cause of the actual volcano-tectonic landscape in Ethiopia. The Wonji Fault Belt (WFB), which comprises the N–S to NNE–SSW striking rift floor faults, displays peculiar propagation patterns mainly due to interaction with the other fault systems and the influence of underlying basement structures. The commonly observed patterns are: curvilinear oblique-slip faults forming lip-horsts, sinusoidal faults, intersecting faults and locally splaying faults at their ends. Fault-related open structures such as tail-cracks, releasing bends and extensional relay zones and fault intersections have served as principal eruption sites for monogenetic Plio-Quaternary volcanoes in the Main Ethiopian Rift (MER). 相似文献