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81.
塔尔沟地区1/5万矿产远景调查地质特征及找矿方向 总被引:1,自引:0,他引:1
祁连山西段塔尔沟地区,大地构造位置位于祁连山中间隆起带和北祁连地向斜带的结合部位。区域内构造发育,地层出露较齐全,前长城系是钨、钼、铜、铅、锌的主要赋矿层位;长城系朱龙关群浅变质低绿片岩相,是钨、钼、铜、铁的主要赋矿层位;蓟县系镜铁山群变质绿片岩相,是铁、铜矿床的主要赋矿层位。奥陶系阴沟群,为典型蛇绿岩建造,是北祁连火山岩型铜矿床的主要赋矿地层。因此,根据区域成矿条件和矿产分布规律分析,该区域为有色金属、黑色金属、贵金属矿产的产出地,矿产调查具有较好的前景。 相似文献
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红层是干旱、炎热气候条件下沉积的砂砾岩地层,它对应着陆相盆地的氧化环境。砂岩型铀矿床是外生后成铀矿床,要求容矿目的层成岩与后期铀成矿的时差较大,其间存在沉积间断和潮湿-干旱交替的气候条件,红层就是该时期的产物。红层发育期与砂岩型铀矿化期在时间上常常重合, 国内外研究发现,每次红层发育期都可能伴随着1个或数个层位中的铀矿化发育。我国红层有好几个发育期,但砂岩型铀矿化主要发育在中、新生代。以5个已知砂岩型铀矿床为例,对红层与砂岩型铀矿化的关系进行了初步分析,认为红层沉积与后期砂岩型铀矿化是“同生共存”的,判断一个中、新生代沉积盆地有无砂岩型铀成矿前景,先要看它有没有红层沉积、红层发育期有多长。 相似文献
84.
楼板局部不连续对结构抗震性能的影响分析 总被引:1,自引:0,他引:1
结合实际工程的抗震性能分析,探讨罕遇地震作用下楼板局部不连续对结构抗震性能的影响。分析结果表明:对于墙体布置均匀的剪力墙结构,其抗震性能受楼板影响较小;而对于依靠楼板传递水平剪力的框-剪墙结构,楼板对其抗震性能影响较为明显。合理布置结构平面是保证楼板局部不连续结构抗震性能的关键。 相似文献
85.
Beyond the group mind: A quantitative review of the interindividual-intergroup discontinuity effect.
Wildschut Tim; Pinter Brad; Vevea Jack L.; Insko Chester A.; Schopler John 《Canadian Metallurgical Quarterly》2003,129(5):698
This quantitative review of 130 comparisons of interindividual and intergroup interactions in the context of mixed-motive situations reveals that intergroup interactions are generally more competitive than interindividual interactions. The authors identify 4 moderators of this interindividual-intergroup discontinuity effect, each based on the theoretical perspective that the discontinuity effect flows from greater fear and greed in intergroup relative to interindividual interactions. Results reveal that each moderator shares a unique association with the magnitude of the discontinuity effect. The discontinuity effect is larger when (a) participants interact with an opponent whose behavior is unconstrained by the experimenter or constrained by the experimenter to be cooperative rather than constrained by the experimenter to be reciprocal, (b) group members make a group decision rather than individual decisions, (c) unconstrained communication between participants is present rather than absent, and (d) conflict of interest is severe rather than mild. (PsycINFO Database Record (c) 2010 APA, all rights reserved) 相似文献
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G. Ventura 《International journal for numerical methods in engineering》2006,66(5):761-795
The introduction of discontinuous/non‐differentiable functions in the eXtended Finite‐Element Method allows to model discontinuities independent of the mesh structure. However, to compute the stiffness matrix of the elements intersected by the discontinuity, a subdivision of the elements into quadrature subcells aligned with the discontinuity line is commonly adopted. In the paper, it is shown how standard Gauss quadrature can be used in the elements containing the discontinuity without splitting the elements into subcells or introducing any additional approximation. The technique is illustrated and developed in one, two and three dimensions for crack and material discontinuity problems. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
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Víctor Rinaldi Martín Guichon Víctor Ferrero Carlos Serrano Norberto Ponti 《Canadian Metallurgical Quarterly》2006,132(1):72-79
An electrical resistivity survey was performed at the estuary of the Rio de la Plata, as part of more comprehensive geotechnical investigations of the subsurface conditions. The studies were required for the emplacement of a 3.5-m-diameter conduit proposed for the discharge of the treated wastewater of the city of Buenos Aires. The soil profile at the site consists mainly of clays and silts underlain by a layer of dense sand. The dense sand layer is a confined aquifer, and the project required that the depth to the sand layer be perfectly determined. Previous geophysical surveys at the site and the general geotechnical conditions showed the inadequacy of seismic methods, which are usually adopted in similar environments. The resistivity method was determined to be a reliable alternative, even though there has been little experience in surveying shallow depth water for geotechnical investigations. The four-electrode Schlumberger electrode array was adopted for the resistivity survey. Some of the test devices were developed especially for the purpose of this project. Calibration of the method was achieved with data obtained from boreholes. The results show that the resistivity technique performed satisfactorily to the 40?m depth required in this project. As a result of the survey, the next geotechnical investigation was focused on a more reduced area and the required number of boreholes was reduced substantially. 相似文献
89.
In this study, the boundary element equations are obtained from the influence functions of a displacement discontinuity in an anisotropic elastic medium. For this purpose, Kelvin fundamental solutions for anisotropic media on infinite and semi-infinite planes are used to form dipoles from singular loads. Various combinations of these dipoles are used to obtain the influence functions of the displacement discontinuity. Boundary element equations are then derived analytically by the integration of these influence functions on a constant element which results in a linear system for unknown displacement discontinuities. The boundary integrals are calculated in closed form over constant elements. The obtained formulation is applied to a number of classical engineering problems.Tel.: +90-212-285-65-85, 90-212-285-37-07 相似文献
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