全文获取类型
收费全文 | 365篇 |
免费 | 22篇 |
国内免费 | 13篇 |
专业分类
测绘学 | 63篇 |
大气科学 | 29篇 |
地球物理 | 83篇 |
地质学 | 103篇 |
海洋学 | 73篇 |
天文学 | 8篇 |
综合类 | 19篇 |
自然地理 | 22篇 |
出版年
2022年 | 1篇 |
2021年 | 6篇 |
2020年 | 2篇 |
2019年 | 17篇 |
2018年 | 6篇 |
2017年 | 17篇 |
2016年 | 11篇 |
2015年 | 5篇 |
2014年 | 12篇 |
2013年 | 22篇 |
2012年 | 18篇 |
2011年 | 22篇 |
2010年 | 20篇 |
2009年 | 17篇 |
2008年 | 30篇 |
2007年 | 32篇 |
2006年 | 25篇 |
2005年 | 20篇 |
2004年 | 12篇 |
2003年 | 10篇 |
2002年 | 8篇 |
2001年 | 17篇 |
2000年 | 7篇 |
1999年 | 10篇 |
1998年 | 7篇 |
1997年 | 9篇 |
1996年 | 9篇 |
1995年 | 5篇 |
1994年 | 5篇 |
1993年 | 4篇 |
1992年 | 3篇 |
1991年 | 2篇 |
1990年 | 3篇 |
1989年 | 1篇 |
1988年 | 2篇 |
1985年 | 1篇 |
1981年 | 1篇 |
1971年 | 1篇 |
排序方式: 共有400条查询结果,搜索用时 15 毫秒
231.
232.
桅杆是钻机的重要组成部分,本文对勘探技术研究所自主研制的4000米岩心钻机桅杆进行结构设计,在Solidworks中完成桅杆的建模,运用ANSYS Workbench对桅杆装配体进行有限元分析,完成对桅杆结构强度和刚度的校核,并对其进行模态分析,得到前10阶固有频率和振型,与激振源进行对比,分析发现第1阶、第2阶固有频率与钻机转盘和起升系统频率有重叠,可能会发生共振,通过调节钻机转盘和起升系统转速避免发生共振,振动时最大变形处变形量较小,说明桅杆结构设计合理,能够满足实际应用要求,具有一定的工程应用价值。 相似文献
233.
234.
The main technical backgrounds and requirements are introduced with regard to earthquake ground motion design parameters in several domestic and American standards, codes and guides involved in the seismic analysis and design activities of nuclear power plants in China. Based on the research results from site seismic safety evaluation of domestic nuclear power plant projects in the last years, characteristics and differences of site specific design spectra are analyzed in comparison with standard response spectra, and the suitability of standard response spectra for domestic nuclear power plant projects is discussed. 相似文献
235.
236.
Günter Leydecker Timo Schmitt Holger Busche Thomas Schaefer 《Soil Dynamics and Earthquake Engineering》2008,28(9):754-762
Within the scope of the licensing procedure for 12 interim storage facilities for spent nuclear fuel at nuclear power plants (NPP) and one for the dismantling of a NPP in Germany, site-specific expert reports were carried out to determine seismo-engineering design parameters. Our work was based on the German nuclear safety standard KTA 2201 part 1 “Design of Nuclear Power Plants against Seismic Events” which requires the derivation of the design earthquake in terms of (macroseismic) intensity. The intensity of the particular design earthquake was evaluated by the deterministic method stipulated in KTA 2201 part 1. According to the current state-of-the-art of science and technology supplementary to the deterministic approach, probabilistic evaluations were done setting a probability of exceedance for the occurrence of the design earthquake of 10−5 year−1. Geological development and neotectonic conditions of the site surrounding areas were included in the evaluations. For 13 interim storage facility sites, soil-dependent design spectra and corresponding strong-motion duration values were determined.For sites with low seismic hazard site-specific design spectra from the literature were used. In the case of sites with higher seismic hazard (design earthquakeVII 1/2 MSK) strong-motion registrations representative for the site were selected from world wide data and subsequently evaluated to derive site-specific design spectra. 相似文献
237.
现有的抗震避灾韧性评估模型存在着评估精准性差、模型灵活性差的缺陷,为了解决上述问题,提出标致性景观设计抗震避灾韧性评估模型分析与研究。通过对现有模型的分析,对构建的抗震避灾韧性评估模型整体架构进行提出,以此为基础构建整体结构数值分析模型,并采用回归分析方法对非线性动力时程进行分析,得到标致性景观抗震避灾韧性评估指标-损伤指数,采用pushover分析方法对损伤分布系数进行计算,以得到的损伤分布系数为依据建立标致性景观性易损性曲面,由其推导出抗震避灾韧性指数公式,从而实现标致性景观设计抗震避灾韧性的评估。通过实验得到,与现有的抗震避灾韧性评估模型相比较,构建的抗震避灾韧性评估模型极大的提升了评估的精准性与模型的灵活性,充分说明构建的标致性景观设计抗震避灾韧性评估模型具备更好的评估性能。 相似文献
238.
Ilaria Vanni Accarigi 《The Australian geographer》2019,50(4):511-530
ABSTRACTGardens in Australia are considered an important site of heritage maintenance and negotiation for their capacity to materialise transformations in everyday life, design, lifestyles, demographics, environment, as well as social and cultural practices. In the case of conservation areas, gardens tend to be valued in terms of their closeness and potential to preserve specific historical elements. Plants in these gardens are cultivated to evoke period designs, such as Federation (c.1890–1915) and cottage gardens. In this article we turn to gardens and gardening to make sense of entanglements between cultural, historical and environmental elements, and we ask: what role do plants play in shaping our understanding of suburban heritage? To answer this question, we draw on oral histories, archival research and ethnography in Haberfield, the first model garden suburb in Australia. We show how plants channel and mediate multiple concerns that contest and extend ideas of heritage circulating in public discourse. Foregrounding the centrality of plants, this article contributes a dynamic definition of heritage that includes the entanglement of environmental stewardship and individual and collective heritage. 相似文献
239.
Uplift capacity of circular piles in sands is one important design parameter for many pile foundations supporting important structures subjected to tensile forces. Even though a number of formulas based on the limit equilibrium or semi-empirical methods are proposed to predict the uplift capacity of piles in sands, there is a major limitation of the methods in obtaining the accurate predictions. In this paper, the computational limit analysis is employed to investigate the uplift capacity of circular piles in sands. The effects of the important variables including pile length and diameter, soil friction angle and unit weight, and roughness factor at soil-pile interface are examined extensively using the dimensionless parameters while the predicted failure mechanisms associated with the parameters are discussed and compared. Approximate statistical design equations of the uplift capacity of circular piles in sands are developed based on the numerically derived solutions and the existing experimental data. It is found that the proposed design equations provide the most accurate prediction of the uplift capacity of circular piles in sands as compared to the existing formulas. 相似文献
240.
The present study introduces a design wave method for estimating the extreme horizontal slow-drift motion of moored floating offshore platforms under extreme conditions. Here, the design wave refers to an irregular incident wave of short duration that induces the extreme response of the desired return period. The present method is composed of the following four steps: linearization of the dynamic system, probabilistic analysis of the second-order Volterra series, generation of the irregular design waves, and the fully-coupled nonlinear simulations. For generating the design waves, two different conditioning methods are presented and compared: the conditioning of the extreme response amplitude and the conditioning of the most likely extreme response profile. The procedure was applied to a deep-water semi-submersible, and the results appeared to be promising compared to the full-length nonlinear simulations. 相似文献