全文获取类型
收费全文 | 29452篇 |
免费 | 1272篇 |
国内免费 | 2099篇 |
专业分类
测绘学 | 1717篇 |
大气科学 | 3116篇 |
地球物理 | 5903篇 |
地质学 | 14077篇 |
海洋学 | 1656篇 |
天文学 | 1898篇 |
综合类 | 2723篇 |
自然地理 | 1733篇 |
出版年
2024年 | 10篇 |
2023年 | 81篇 |
2022年 | 234篇 |
2021年 | 258篇 |
2020年 | 215篇 |
2019年 | 245篇 |
2018年 | 4960篇 |
2017年 | 4219篇 |
2016年 | 2843篇 |
2015年 | 518篇 |
2014年 | 404篇 |
2013年 | 319篇 |
2012年 | 1262篇 |
2011年 | 3020篇 |
2010年 | 2282篇 |
2009年 | 2636篇 |
2008年 | 2171篇 |
2007年 | 2622篇 |
2006年 | 272篇 |
2005年 | 431篇 |
2004年 | 564篇 |
2003年 | 560篇 |
2002年 | 427篇 |
2001年 | 227篇 |
2000年 | 229篇 |
1999年 | 264篇 |
1998年 | 244篇 |
1997年 | 182篇 |
1996年 | 200篇 |
1995年 | 144篇 |
1994年 | 144篇 |
1993年 | 152篇 |
1992年 | 123篇 |
1991年 | 68篇 |
1990年 | 54篇 |
1989年 | 48篇 |
1988年 | 42篇 |
1987年 | 21篇 |
1986年 | 24篇 |
1985年 | 11篇 |
1984年 | 10篇 |
1983年 | 8篇 |
1982年 | 9篇 |
1981年 | 29篇 |
1980年 | 22篇 |
1978年 | 2篇 |
1977年 | 1篇 |
1976年 | 6篇 |
1975年 | 1篇 |
1958年 | 4篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
1.
Yun Jiang Piers Koefoed Olga Pravdivtseva Heng Chen Chun‐Hui Li Fang Huang Li‐Ping Qin Jia Liu Kun Wang 《Meteoritics & planetary science》2021,56(1):61-76
The alkali element K is moderately volatile and fluid mobile; thus, it can be influenced by both primary processes (evaporation and recondensation) in the solar nebula and secondary processes (thermal and aqueous alteration) in the parent body. Since these primary and secondary processes would induce different isotopic fractionations, K isotopes could become a potential tracer to distinguish them. Using recently developed methods with improved precision (0.05‰, 95% confidence interval), we systematically measured the K isotopic compositions and major/trace elemental compositions of chondritic components (18 chondrules, 3 CAIs, 2 matrices, and 5 bulks) in the carbonaceous chondrite fall Allende. Among all the components analyzed in this study, CAIs, which formed initially under high‐temperature conditions in the solar nebula and were dominated by nominally K‐free refractory minerals, have the highest K2O content (average 0.53 wt%) and have K isotope compositions most enriched in heavy isotopes (δ41K: ?0.30 to ?0.25‰). Such an observation is consistent with previous petrologic studies that show CAIs in Allende have undergone alkali enrichment during metasomatism. In contrast, chondrules contain lower K2O content (0.003–0.17 wt%) and generally lighter K isotope compositions (δ41K: ?0.87‰ to ?0.24‰). The matrix and bulks are nearly identical in K2O content and K isotope compositions (0.02–0.05 wt%; δ41K: ?0.62 to ? 0.46‰), which are, as expected, right in the middle of CAIs and chondrules. This strongly indicates that most of the chondritic components of Allende suffered aqueous alteration and their K isotopic compositions are the ramification of Allende parent‐body processing instead of primary nebular signatures. Nevertheless, we propose the small K isotope fractionations observed (< 1‰) among Allende components are likely similar to the overall range of K isotopic fractionation that occurred in nebular environment. Furthermore, the K isotope compositions seen in the components of Allende in this study are consistent with MC‐ICP‐MS analyses of the components in ordinary chondrites, which also show an absence of large (10‰) isotope fractionations. This is not expected as evaporation experiments in nebular conditions suggest there should be large K isotopic fractionations. Nevertheless, possible nebular processes such as chondrules back exchanging with ambient gas when they formed could explain this lack of large K isotopic variation. 相似文献
2.
从总贸易、出口、进口、外资和人员5个视角构建对美风险系数,测度和比较各省区市对美外贸风险的地理差异。结果表明:上海、浙江和福建与美国的进出口贸易规模最大,对美国市场的依赖程度最高,面临的综合外贸风险最大;河南尤其需要防范对美国的出口风险;海南、新疆、天津和西藏等需要加强从美国进口的风险管理;重庆除了需要防范对美出口风险外,还因为实际利用美资最多且依赖程度最大,亟需加强外资风险管理。宁夏和山西虽然从美国的引资规模不大,但是对美资的依赖程度最高,亟需提升外资多元化水平。从人员跨境流动风险来看,上海、北京和浙江面临的风险最大。中国各省区市在应对美国出口管制时应该加强外贸风险的识别和管理,针对不同的风险采取差别化的防范和化解措施。 相似文献
3.
按照粮食的产销情况,将全国划分为3类粮食功能区域,利用固定效应模型和门槛效应模型分析了农机投入对农业绿色全要素生产率(GTFP)的影响及门槛效应的区域差异。结果表明:农机投入对农业GTFP的影响程度存在区域异质性,农机投入对粮食主销区农业GTFP提升的促进作用最大,粮食产销平衡区次之,粮食主产区最小;农机投入对农业GTFP的影响路径亦存在区域差异,粮食主产区和产销平衡区的农机投入通过促进农业技术效率和农业技术进步进而推动农业GTFP提升,粮食主销区的农机投入通过促进农业技术进步推动农业GTFP提升;农机投入对粮食主产区农业GTFP的影响存在双门槛效应,对粮食主销区和产销平衡区农业GTFP的影响存在单门槛效应。 相似文献
4.
课堂是实施课程育人的主阵地,教师的教育观、课程观、课堂观、学生观等在课堂中的具体体现,反映了教师课程知行力的水平。本文以课程知行力的视角,探讨课堂观察的目的、内容和方法,并通过案例剖析的方式,为一线教师开展课堂观察,更新教育观念和教学方式,提升课程知行力提供参考。 相似文献
5.
6.
The effects of irregularity in elevation of cross-laminated timber buildings have not been fully analysed in literature to provide useful information for the design. In this work, a number of building configurations, regular or irregular in elevation, characterized by a different arrangement per storey of the floor–wall joints have been analysed by means of non-linear dynamic analyses. Comparative results in terms of ratio between the behaviour q-factor of the investigated irregular configurations and that of reference regular ones, show that less dissipative capacity can be expected if the building is irregular due to a disequilibrium among storeys between the actual and the required strength provided by the floor–wall joints. A correlation method to estimate the behaviour q-factor for perfectly regular cross-laminated timber buildings is here presented and extended to in-elevation irregular ones. A new empirical formulation to assess the reliable corrective factor accounting for the irregularity in elevation of cross-laminated timber buildings, according to Eurocode 8 provisions, is also proposed. A final discussion about the implications of in-elevation irregularity on the building design is reported. 相似文献
7.
Abouzar Jafari Mohammad Reza Ghasemi Habib Akbarzadeh Bengar Behrooz Hassani 《Bulletin of Earthquake Engineering》2018,16(2):831-858
Self-centering rocking walls offer the possibility of minimizing repair costs and downtimes, and also nullify the residual drift after seismic events, thanks to their self-centering properties. In this paper, the effect of axial stress ratio on the behavior of monolithic self-centering rocking walls is investigated by utilizing a developed finite element model. To verify the validity of the finite element model, results and observed damage in the model are compared with those of a full-scale wall test. The axial stress ratio is varied from 0.024 to 0.30 while keeping the other structural parameters constant. For qualitative damage evaluation, the observed damage in the model compared with expected damage states of desired performance levels. In order to evaluate the incurred damage quantitatively, the amount of crushing and damage in the wall is calculated by utilizing several ratios (crushing ratio and damage ratio). Furthermore, seismic response factors (i.e., μ, R and Cd) are calculated for different axial stress ratio values. The obtained results showed that, in order to satisfy the requirements of desired performance levels, the maximum axial stress ratio should be approximately within the range of 0.10–0.15. In addition, the maximum overall damage ratio and crushing ratio are suggested to be less than 5%. For axial stress ratio higher than 0.15, the flag-shaped pattern of hysteresis curves completely disappeared and the variation of displacement ductility is less sensitive to axial stress ratio. Considering the maximum axial stress ratio limited to 0.150, values of 4 and 3.5 are conservatively proposed as a period-independent response modification factor and displacement modification factor of the investigated structural wall, respectively. 相似文献
8.
Laurentiu Danciu Karin Şeşetyan Mine Demircioglu Levent Gülen Mehdi Zare Roberto Basili Ata Elias Shota Adamia Nino Tsereteli Hilal Yalçın Murat Utkucu Muhammad Asif Khan Mohammad Sayab Khaled Hessami Andrea N. Rovida Massimiliano Stucchi Jean-Pierre Burg Arkady Karakhanian Hektor Babayan Mher Avanesyan Tahir Mammadli Mahmood Al-Qaryouti Doğan Kalafat Otar Varazanashvili Mustafa Erdik Domenico Giardini 《Bulletin of Earthquake Engineering》2018,16(8):3465-3496
9.
Christophe Martin Gabriele Ameri David Baumont David Carbon Gloria Senfaute Jean-Michel Thiry Ezio Faccioli Jean Savy 《Bulletin of Earthquake Engineering》2018,16(6):2477-2511
The accurate evaluation and appropriate treatment of uncertainties is of primary importance in modern probabilistic seismic hazard assessment (PSHA). One of the objectives of the SIGMA project was to establish a framework to improve knowledge and data on two target regions characterized by low-to-moderate seismic activity. In this paper, for South-Eastern France, we present the final PSHA performed within the SIGMA project. A new earthquake catalogue for France covering instrumental and historical periods was used for the calculation of the magnitude-frequency distributions. The hazard model incorporates area sources, smoothed seismicity and a 3D faults model. A set of recently developed ground motion prediction equations (GMPEs) from global and regional data, evaluated as adequately representing the ground motion characteristics in the region, was used to calculate the hazard. The magnitude-frequency distributions, maximum magnitude, faults slip rate and style-of-faulting are considered as additional source of epistemic uncertainties. The hazard results for generic rock condition (Vs30 = 800 m/s) are displayed for 20 sites in terms of uniform hazard spectra at two return periods (475 years and 10,000 years). The contributions of the epistemic uncertainties in the ground motion characterizations and in the seismic source characterization to the total hazard uncertainties are analyzed. Finally, we compare the results with existing models developed at national scale in the framework of the first generation of models supporting the Eurocode 8 enforcement, (MEDD 2002 and AFPS06) and at the European scale (within the SHARE project), highlighting significant discrepancies at short return periods. 相似文献
10.
Javier Ortega Graça Vasconcelos Hugo Rodrigues Mariana Correia 《Bulletin of Earthquake Engineering》2018,16(9):3871-3904
The awareness and preservation of the vernacular heritage and traditional construction techniques and materials is crucial as a key element of cultural identity. However, vernacular architecture located in earthquake prone areas can show a particularly poor seismic performance because of inadequate construction practices resulting from economic restraints and lack of resources. The horizontal diaphragms are one of the key aspects influencing the seismic behavior of buildings because of their major role transmitting the seismic actions to the vertical resisting elements of the structure. This paper presents a numerical parametric study adopted to understand the seismic behavior and resisting mechanisms of vernacular buildings according to the type of horizontal diaphragm considered. Detailed finite element modeling and nonlinear static (pushover) analyses were used to perform the thorough parametric study aimed at the evaluation and quantification of the influence of the type of diaphragm in the seismic behavior of vernacular buildings. The reference models used for this study simulate representative rammed earth and stone masonry vernacular buildings commonly found in the South of Portugal. Therefore, this paper also contributes for a better insight of the structural behavior of vernacular earthen and stone masonry typologies under seismic loading. 相似文献