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991.
Ruhrchemie/Ruhrkohle variant of the Texaco coal gasification process – a status report . In pilot operation since January 1978, the Ruhrkohle/Ruhrchemie variant of the Texaco coal gasification process has produced a total of 20 million m of synthesis gas having an average composition of 46% CO, 34% H2, 19% CO2, 0.3% H2S, 0.6% N2, and 0.1% CH4 from ca. 12 000 tonnes of coal. As the first of the ?second generation”? coal gasification processes, the Texaco process has proved itself capable of gasifying pulverized coal of all grades at high temperatures and pressures. The next goal is an increase in capacity from that of the demonstration plant at Oberhausen-Holten (12 000 m/h) to ca. 100 000 m/h.  相似文献   
992.
Experiments were carried out in the course of which during seated work a load of 2 kg had to be lifted repeatedly 24 times per minute from 3 different beginning points within the outward reach over a distance of 38 cm to a fixed point near the body. In order to measure the physiological cost strictly due to unweighted movements, identical tasks had been performed by handling an almost weightless article (i.e. 0 kg). Besides oxygen consumption and heart rate as integral measures for stress and strain, electromyographic activity (EA) of 7 muscle groups was registered continuously from each of 11 subjects participating in the test sessions. EA was standardized with the help of EA-values obtained from preceding maximum voluntary contractions (MVC).

The results show extensive and consistent reactions of the global and local indicators of strain. Dependent on direction, even manual movements without external load induced strain, elucidated in significant minimum values of all parameters at 30° (measured from the frontal plane of the subjects). The local strain of the 7 monitored muscles shows a more or less distinct dependence of the direction. Almost only the dynamic component is influenced, yet to a degree which is much higher than the reaction of the integral physiological parameters. Correlations between EA-values and those of the oxygen consumption as well as the work pulses indicate that electromyography is an efficient method for determining local muscular strain, which can be assessed very precisely. Furthermore, multi-channel electromyography proved to enable detection of bottle-necks in muscular strain.  相似文献   

993.
The age-dependent changes in the composition of triacylglycerols (TAG) in the fat bodies of bumblebee males were studied using HPLC/MS. Two related species (Bombus terrestris and B. lucorum) were compared, with the age of the males being 0–30 days. The total amount of TAG in B. lucorum was about 2.7 times higher than that in B. terrestris for all of the ages studied. One to three-day-old males had the highest content of TAG in their fat bodies (1.6–2.3 mg/individual in B. terrestris and 3.8–4.2 mg/individual in B. lucorum). The analytical data show different patterns in both species. The qualitative composition of fatty acids in TAG was similar, but the mean relative abundance between B. terrestris and B. lucorum differed: 14:0, 7 and 14%; 16:0, 20 and 44%; 18:3, 62 and 23%; 18:1, 3 and 8%, respectively (the data is based on a GC/MS integration). A statistical evaluation of the dynamic changes in the TAG composition revealed that in B. terrestris different age classes were well separated according to their TAG composition while in B. lucorum the TAG did not change substantially during the male’s life. The TAG analyses provide more precise information on the differences between the classes studied than the FA composition alone.  相似文献   
994.
    
We focus on the stalked goose barnacle L. anatifera adhesive system, an opportunistic less selective species for the substrate, found attached to a variety of floating objects at seas. Adhesion is an adaptative character in barnacles, ensuring adequate positioning in the habitat for feeding and reproduction. The protein composition of the cement multicomplex and adhesive gland was quantitatively studied using shotgun proteomic analysis. Overall, 11,795 peptide sequences were identified in the gland and 2206 in the cement, clustered in 1689 and 217 proteinGroups, respectively. Cement specific adhesive proteins (CPs), proteases, protease inhibitors, cuticular and structural proteins, chemical cues, and many unannotated proteins were found, among others. In the cement, CPs were the most abundant (80.5%), being the bulk proteins CP100k and -52k the most expressed of all, and CP43k-like the most expressed interfacial protein. Unannotated proteins comprised 4.7% of the cement proteome, ranking several of them among the most highly expressed. Eight of these proteins showed similar physicochemical properties and amino acid composition to known CPs and classified through Principal Components Analysis (PCA) as new CPs. The importance of PCA on the identification of unannotated non-conserved adhesive proteins, whose selective pressure is on their relative amino acid abundance, was demonstrated.  相似文献   
995.
    
Impacts of organophilic clay on open cell foams created from high-internal phase emulsion templating were explored. Improving mechanical properties such as compression modulus by fillers is typically most challenging to realize. We investigated the effect of two different fillers: synthetic hectorite organophilized with a custom-made organo-cation and commercial organophilic montmorillonite. Contrary to the montmorillonite, the hectorite could significantly improve the foam mechanics, up to four times for foams with a relative density of 4.1%. Investigation of bulk mechanics and the morphology of foams led to the conclusion that the foam mechanics improvement is not due to a reinforcement of the struts. Instead, the organophilic hectorite might act as a Pickering emulsifier in addition to the molecular surfactants to achieve a more consistent structure, which in particular possesses more uniform strut thickness and improved mechanical properties.  相似文献   
996.
    
Damping parameters of ballasted track on railway bridges – part I: vertical relative displacements in the ballast The effects of the ballasted track on the dynamic properties of railway bridges have been the focus of pertinent scientific discourse up to the present. The discrepancies between dynamic calculations and measurements have thus constituted core challenges in railway bridge engineering to this very day. A wide range of mechanical models allows for dynamic calculation of bridge vibrations. However, pertinent parameters vary considerably and thus call for targeted research of ballasted track. Such focused and isolated analysis of the dynamic behaviour on railway bridges is conducted at a special large-scale test facility at TU Wien. This paper focuses on the energy dissipation as a result of vertical displacements in the ballasted track with special consideration of damping parameters gained from combined theoretical and empirical calculations. The core parameters thus obtained show a significant dependency on the acceleration level. They are subsequently integrated into a comprehensive, detailed model.  相似文献   
997.
    
Damping parameters of ballasted track on railway bridges – part II: energy dissipation in the ballasted track and related calculation model Calculations of the dynamics of railway bridges rely on a broad range of pertinent models which analyse the dynamic properties of the ballasted track. However, the substantial variations of related stiffness and damping parameters complicate appropriate implementation into vibration prognoses. Relying on dynamic calculations gained from a special test facility, which allows to analyse the ballasted track (isolated from the bridge structure), it is possible to determine related damping parameters. Those core parameters correspond to a mechanical model which is tuned to the energy dissipation and damping mechanisms arising in the ballasted track. Within the scope of this test the damping parameters show significant dependencies as regards frequency, acceleration and displacement, but at the same time cause minimal variances within these dependencies. This facilitates the set-up of a sufficiently precise and realistic calculation model for the ballasted track, plus related core parameters.  相似文献   
998.
    
Truss-girder bridges – evaluation of dynamic responses of the deck due to train transit – comparison between computational results and measurement During route expansion projects between 2013 and 2019 by the Austrian Federal Railways (ÖBB), three steel truss bridges with a similar design were built as single-span structures with spans of 42 to 68 m. According to the ÖBB regulations dynamic analyses must be carried out. In the first investigation step, the computation of the train transit uses the normative loads for the moving load model. With all three examined structures it can be shown that the harmonics of the bridge deck lead to vertical accelerations exceeding serviceability limit states. In the next investigation step, system identifications are performed to determine the actual Lehr's damping ratios as well as eigenfrequencies and mode shapes of the structures. Further calculations with a detailed interaction model are investigated to prove the moving load model and the application of vibration absorbers at the computational model to dampen the harmonics of the bridge deck is investigated. In the final step, measurements of deck accelerations caused by train transit on the real structures are carried out. A comparison of the calculated and measured vertical accelerations due to train transits demonstrates that the harmonics of the bridge deck at the real structure are not as sensitive as in the numerical model.  相似文献   
999.
    
Mathematical calculation of the damping value of steel railway bridges – part II: verification on the basis of existing bridges The measurement of dynamic parameters of railway bridges (natural frequency and damping value) frequently reveals a significant discrepancy between measured damping values and normatively specified damping values. The EN 1991-2 stipulates conservative damping values for dynamic calculations, which are assessed as the lower limit of the damping values to be expected in reality and therefore lead to uneconomical results. Part 1 of this article introduces two predefined bridge models which allow determination of the damping value of railway bridges by calculation. These calculation models are thus verified by way of comparison with dynamic parameters obtained from 13 existing steel railway bridges. The comparison between calculation and measurement not only illustrates a considerable deviation between normatively prescribed and actually existing damping values. It also shows that the methods presented in Part 1 provide realistic results and effectively represent an evidence-based alternative to the technical standard. Finally, these new insights identify important potentials for minimising the discrepancy between measurement and calculation and thus establish a solid basis for realistic mathematical determination of the damping values.  相似文献   
1000.
    
Duchenne muscular dystrophy (DMD) is a devastating condition shortening the lifespan of young men. DMD patients suffer from age-related dilated cardiomyopathy (DCM) that leads to heart failure. Several molecular mechanisms leading to cardiomyocyte death in DMD have been described. However, the pathological progression of DMD-associated DCM remains unclear. In skeletal muscle, a dramatic decrease in stem cells, so-called satellite cells, has been shown in DMD patients. Whether similar dysfunction occurs with cardiac muscle cardiovascular progenitor cells (CVPCs) in DMD remains to be explored. We hypothesized that the number of CVPCs decreases in the dystrophin-deficient heart with age and disease state, contributing to DCM progression. We used the dystrophin-deficient mouse model (mdx) to investigate age-dependent CVPC properties. Using quantitative PCR, flow cytometry, speckle tracking echocardiography, and immunofluorescence, we revealed that young mdx mice exhibit elevated CVPCs. We observed a rapid age-related CVPC depletion, coinciding with the progressive onset of cardiac dysfunction. Moreover, mdx CVPCs displayed increased DNA damage, suggesting impaired cardiac muscle homeostasis. Overall, our results identify the early recruitment of CVPCs in dystrophic hearts and their fast depletion with ageing. This latter depletion may participate in the fibrosis development and the acceleration onset of the cardiomyopathy.  相似文献   
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