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61.
This paper presents a mathematical and mechanic model for non-linear dynamicstability analysis of structures on the basis of Liapunov's stability criteria. Due to the complexityand difficulty in numerical calculation,a matrix function to this type of stability problems is selectedand the programing formulations are derived.Applying the method to beam or frame structures un-der the axial period loadings,the geometric non-linear dynamic stability results are obtained.Fromthe results,the basic characteristics of this type of probtems,especially the non-linear effect areshown.The model and matrix function method are valtiable both in theory and in practice for struc-tural non-linear dynamic stability. 相似文献
62.
The calculation and analysis of static and modal are fulfilled with ANSYS for the entire super-architecture, its results are compared with that with TBSA and prepared for later pattern of particular analysis of finite elements. The new material pattern so-called Necked-inward Node is presented for necked-inward varied-section beams of super-architecture, ordinary software but ANSYS for the analysis of pattern is not fit. 相似文献
63.
By the experimental study on a full-dimensioned prestressed frame of two spans, the relative factors are analyzed such as relative height of equivalent compression zone in critical section, secondary moment, ratio of beam rigidity to column and development of cracks in the top of columns etc., which influence the moment distribution of the post-tensioned prestressed concrete frame from the side of internal force redistribution. It is believed that that the factors of relative height of concrete equivalent compression zone and secondary moment influence the moment modulation in most degree, and ratio of column rigidity to beam also plays a part in the moment modulation to some extent. Second, the plastic joints of frame with excessive spans exit in the span which endure the whole load, at last the whole frame is destroyed because of the destruction of the loading frame, the influence to the non-loading span is little. 相似文献
64.
NaCl对库拉索芦荟的胁迫效应研究 总被引:12,自引:0,他引:12
温室盆栽条件下,研究了100~400mmol/L NaCl胁迫对2年生库拉索芦荟的生长及体内离子分布的影响。结果表明,100mmoL/L NaCl处理下芦荟植株干重和叶片叶绿素含量与对照差异不显著,200和400mmol/L NaCl处理下干重和叶绿素含量显著下降;芦荟根系活力在200mmol/L NaCl处理下达到最大值,增加盐浓度,根系活力下降;盐胁迫处理的叶片电解质渗漏率显著高于对照,随着胁迫强度的增加而增加。盐胁迫下,芦荟体内Na^+和Cl^-含量随着盐浓度的增加而增加,K^+和Ca^2+表现出相反的变化趋势。Na^+主要积累在茎部,叶片和根系含量较小;Cl^-主要积累在叶片,茎部含量相对高于根系。盐胁迫下芦荟体内K^+和Ca^2+含量明显低于对照,随着盐浓度增加,叶片K^+含量明显增加,Ca^2+则相反。芦荟叶片保持相对较低的Na^+/K^+比率和较强的K^+和Ca^2+向上选择性运输能力,是芦荟具有一定耐盐性的重要原因。 相似文献
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67.
"强柱弱梁"是确保大震不倒的一项重要设计原则,是框架结构的基本抗震手段和重要措施,是一种理想的抗震屈服体制,但真正实现起来却有一定难度。 相似文献
68.
滤纸法对非饱和土壤溶液离子浓度的变化有较高的敏感性和较好的重现性 ,能够用于非饱和土壤离子吸附等温线的测定。滤纸法和乙醇浸提法、离心法有很好的一致性。滤纸法测定的非饱和土壤NH 4 、K 离子吸附等温线具有一般吸附等温线的共性 ,可用Freundlich方程描述 ,且达极显著相关水平。在土壤溶液浓度相同的情况下 ,液土比增大 ,离子固相吸附量增大 ,Freundlich方程的k值 ,n值增大 ,说明液土比增大有利于非饱和土壤离子吸附反应进行 相似文献
69.
Nitrogen availability in some Wisconsin forests: comparisons of resin bags and on-site incubations 总被引:5,自引:0,他引:5
Summary Estimates of ammonium and nitrate availability in conifer and hardwood forests using an ion exchange resin (IER) bag method and with on-site incubations of soil cores in buried bags were compared. Correlations between the two methods were generally high. Correlation coefficients (r) between IER nitrate and buried-bag mineralized nitrate ranged from 0.87 to 0.92. Both methods also correlated well with aboveground net primary production, litter fall N content, and fine root biomass. The major differences between the methods related to the relative importances of ammonium and nitrate forms of available N. The IER method indicated that both ammonium and nitrate were important on all sites, with nitrate predominating in most soils. The buried-bag results indicated that available N was primarily in the form of nitrate (all ammonium was oxidized), but that nitrate was insignificant on infertile sites. 相似文献
70.