全文获取类型
收费全文 | 3707篇 |
免费 | 695篇 |
国内免费 | 1086篇 |
专业分类
测绘学 | 80篇 |
大气科学 | 168篇 |
地球物理 | 666篇 |
地质学 | 3898篇 |
海洋学 | 355篇 |
天文学 | 66篇 |
综合类 | 68篇 |
自然地理 | 187篇 |
出版年
2025年 | 3篇 |
2024年 | 162篇 |
2023年 | 160篇 |
2022年 | 98篇 |
2021年 | 223篇 |
2020年 | 403篇 |
2019年 | 188篇 |
2018年 | 203篇 |
2017年 | 246篇 |
2016年 | 214篇 |
2015年 | 265篇 |
2014年 | 357篇 |
2013年 | 487篇 |
2012年 | 451篇 |
2011年 | 142篇 |
2010年 | 134篇 |
2009年 | 197篇 |
2008年 | 152篇 |
2007年 | 180篇 |
2006年 | 210篇 |
2005年 | 162篇 |
2004年 | 166篇 |
2003年 | 118篇 |
2002年 | 112篇 |
2001年 | 76篇 |
2000年 | 92篇 |
1999年 | 72篇 |
1998年 | 58篇 |
1997年 | 45篇 |
1996年 | 35篇 |
1995年 | 17篇 |
1994年 | 21篇 |
1993年 | 16篇 |
1992年 | 10篇 |
1991年 | 6篇 |
1990年 | 2篇 |
1989年 | 3篇 |
1988年 | 1篇 |
1978年 | 1篇 |
排序方式: 共有5488条查询结果,搜索用时 15 毫秒
11.
Ruth Lane Damian Lucas Frank Vanclay Sophie Henry Ian Coates 《The Australian geographer》2005,36(3):351-367
Emerging approaches to environmental governance require a greater level of community participation than did previous approaches in which these responsibilities largely rested with government agencies. There is consequently a need for increased engagement with NRM among a broad community sector. This paper examines initiatives by two prominent government agencies, the Murray–Darling Basin Commission (MDBC) and the National Museum of Australia (NMA), to engage school children from regional communities using education programs that focus on place and environmental health. We focus on the MDBC's International Riverhealth Conference held in Mildura in 2003 and the associated Murray–Darling Basin TalkBack Classroom sponsored by the NMA and the Parliamentary Education Office (PEO). We explore how key themes of local scale, place-based identities, youth voice and critical engagement are developed in these programs and consider how they relate to the environmental agency of children. We then reflect on the potential for the kinds of environmental agency promoted through these programs to help build the capacity of local communities to progress larger goals of environmental restoration and sustainability in the Murray–Darling Basin. The evaluation research reported here forms part of the Committing to Place research project, an Australian Research Council Linkage grant involving the University of Tasmania, the National Museum of Australia and the Murray–Darling Basin Commission. 相似文献
12.
13.
This paper describes the development of a boundary element analysis for the behaviour of single piles and pile groups subjected to general three‐dimensional loading and to vertical and lateral ground movements. Each pile is discretized into a series of cylindrical elements, each of which is divided into several sub‐elements. Compatibility of vertical, lateral and rotational movements is imposed in order to obtain the necessary equations for the pile response. Via hierarchical structures, 12 non‐zero sub‐matrices in a global matrix are derived for the basic influence factors. Solutions are presented for a series of cases involving single piles and pile groups. In each case, the solutions are compared with those from more simplified existing pile analyses such as those developed by Randolph and by Poulos. It is shown that for direct loading effects (e.g. the settlement of piles due to vertical loading), the simplified analyses work well. However, for ‘off‐line’ response (such as the lateral movement due to vertical loading) the differences are greater, and it is believed that the present analysis gives more reliable estimates. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献
14.
超长灌注桩桩-土界面剪切模型及其有限元模拟 总被引:1,自引:0,他引:1
由于超长灌注桩为摩擦型桩,建立合适的桩-土界面剪切模型将成为合理且有效地模拟分析其承载变形特性的关键。基于超长灌注桩桩侧摩阻力? 随桩-土相对位移w发挥性状,将? - w关系定义为硬化和软化两种类型,进而将桩侧摩阻力发挥模式分为全硬化模式、全软化模式和混合模式。建立超长灌注桩桩-土界面剪切硬化模型和软化模型,运用ABAQUS二次开发子程序FRIC将建立的剪切模型嵌入有限元,实现剪切模型的有限元模拟,单桩算例表明,剪切模型在ABAQUS中实现是成功的。运用建立的桩-土界面剪切模型对现场试验试桩进行有限元模拟,模拟结果与实测结果较为吻合,表明所建立的桩-土界面剪切模型及其有限元模拟对于超长灌注桩承载变形计算具有合理性和可行性。 相似文献
15.
In this study, attempts are made to investigate the effects of inertial soil–structure interaction (SSI) on damping coefficients subjected to pulse-like near-fault ground motions. To this end, a suit of 91 pulse-like near-fault ground motions is adopted. The soil and superstructure are idealized employing cone model and single-degree-of-freedom (SDOF) oscillator, respectively. The results demonstrate that soil flexibility reduces and amplifies the damping coefficients for structural viscous damping levels higher and lower than 5%, respectively. The coefficients reach one for both acceleration and displacement responses in cases of dominant SSI effects. The effect of structure dimensions on damping confidents are found insignificant. Moreover, damping coefficients of displacement responses are higher than those of acceleration responses for both fixed-base and flexible-base systems. Evaluation of damping correction factor introduced by FEMA 440 shows its inefficiency to predict acceleration response of soil–structure systems under pulse-like near-fault ground motions. Soil flexibility makes the damping correction factor of moderate earthquakes more pronounced and a distinctive peak value is reported for cases with dominant SSI effects. 相似文献
16.
文章总结了梧州市常用的沉管灌注桩、钻孔灌注桩和人工挖孔桩在以花岗岩残积土为桩基持力层时施工中的特点及容易出现的问题 ,并提出相应的解决办法 相似文献
17.
18.
具有内支撑结构的围护系统在基坑边角处具有更大的系统刚度,使得基坑边角附近处土体的位移小于距离边角较远处土体的位移,即基坑的变形问题表现出空间特性。为了更好地研究L/He(L为沿基坑纵向方向上的距离;He为开挖深度)、开挖深度等因素对空间效应的影响,量测了两个狭长形地铁车站深基坑不同位置处土体的侧向位移、土体沉降等。通过对现场监测资料的分析发现,边角效应能够减小侧向位移的平面应变比,灌注桩围护结构、SMW工法桩围护结构和地下连续墙在边角附近处的平面应变比(PSR)分别为0.50、0.61和0.72。当平面应变比(PSR)接近于1.00时,对应的L/He值分别为2.50、6.00和4.00。随着L/He值的增大,土体的纵向最大沉降呈先增大后保持稳定的趋势。随开挖深度的增加,边角效应的影响范围呈增大的趋势。在基坑纵向沉降的空间效应中,灌注桩围护结构、SMW工法桩围护结构的土体最大沉降值达到稳定时对应的L/He值分别为2.50和5.20。土体沉降和侧向位移的空间效应有一定的相关性。 相似文献
19.
In north-central Brazil, a number of granite plutons, which intrude Paleoproterozoic gneiss-granulite terrains of the Goiás Massif, crop out along a thermal axis parallel to the Transbrasiliano Lineament. Single zircon lead evaporation ages from three granitic bodies span between 552 and 545 Ma. Sm–Nd model ages (TDM) vary between 2.1 and 1.7 Ga and negative εNd(0.55 Ga) values between −10 and −13 show that Paleoproterozoic crust was involved in the genesis of these granites. These plutons, which form the Lajeado Intrusive Suite are part of an important Ediacaran magmatic event in central-northern of the Tocantins Tectonic Province, composed of metaluminous to slightly peraluminous granites with geochemical characteristics similar to A-type granites, whose crystallization occurred under low water activity during magmatic emplacement. The granitic intrusive bodies are related to a crustal extensional/transtensional tectonic event at the end of the Neoproterozoic. They may have connection with the granitic plutons of similar age (0.56–0.52 Ga) in northwestern Ceará state, on the other side of the Paleozoic Parnaíba Basin in northwest of Borborema Province, along the Transbrasiliano Lineament. 相似文献
20.