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41.
选用新型耐腐蚀、耐酸碱HT812高温结构胶对刚玉陶瓷膜管-20﹟钢进行连接,在常温和700 ℃下对粘接试样进行了抗拉强度测试,用XRD、SEM等方法对刚玉陶瓷膜管/胶粘剂/金属粘合部分的微组织结构进行了表征.结果表明:刚玉陶瓷膜管与金属套接接头界面镶嵌致密,无缝隙气孔.在常温下抗拉强度达到17.57 MPa;在700 ℃下为22.50 MPa,高温下粘接试样的抗拉强度比常温下提高4.93 MPa.这说明在常温及高温工况下均可达到理想的使用效果.  相似文献   
42.
就陶瓷基复合材料的增韧机理、基体和增强增韧纤维的选择、陶瓷基复合材料的制造工艺,尤其是CVI工艺作了较为全面的总结和介绍,并提出了陶瓷基复合材料亟待解决的问题和发展方向。  相似文献   
43.
This paper reports the alternating field demagnetization characteristics of glass–ceramic magnetite assemblages carrying weak-field thermoremanent magnetization (TRM), weak-field anhysteretic remanent magnetization (ARM), and saturation remanence (Jrs). Average grain sizes vary from less than 0.1 μm to approximately 100 μm, and hysteresis parameters indicate that these assemblages encompass single-domain (SD) through truly multidomain (MD) behavior. In all assemblages, weak-field TRM and weak-field ARM are more stable to alternating field demagnetization than is (Jrs). This response is especially remarkable in the 100 μm assemblage, which otherwise displays truly MD behavior. Although the SD samples pass the Lowrie–Fuller test for SD behavior, calculations presented here show that populations of noninteracting, uniaxial SD grains should behave in just the opposite sense to that reported originally by Lowrie and Fuller. This discrepancy could indicate that SD, glass–ceramic magnetite populations are more affected by magnetic interactions than would be expected for magnetite crystals that nucleated individually from a silicate matrix. This interpretation is supported by the SD assemblages failing the ‘Cisowski' test: that is, the curves for acquisition and AF demagnetization of (Jrs) intersect well below the 50% mark. However, a second and intriguing explanation of the SD-like results obtained from all samples is that alternating field demagnetization characteristics reflect a strong dependence of local energy minimum domain state, and its associated stability, on the state of magnetization.  相似文献   
44.
45.
The phenomenon of earthquake‐induced structural pounding has attracted the researchers' attention for several years now. The aim of this paper is to show the results of two experiments concerning interactions between elements made of different building materials, such as steel, concrete, timber and ceramic. The first experiment was conducted by dropping balls from different height levels onto a rigid surface, whereas the second one was focused on pounding‐involved response of two tower models excited on a shaking table. The results of the impact experiment show that the value of the coefficient of restitution depends substantially on the prior‐impact velocity as well as on the material used. Based on these results, the appropriate formulations have been suggested to be applied in the numerical simulations. The results of the shaking table tests show a considerable influence of the material used for colliding elements on the behaviour of structures during earthquakes. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   
46.
Compacted sand–bentonite mixtures have been used as a good alternative hydraulic barrier material to compacted clays. This study presents the results of a laboratory investigation on the strength characteristics of cement-stabilized sand–bentonite (CSB) mixtures and the effects of adding small amounts of fibers and metakaolin to the mixture material for strength improvement. The strength characteristics of the mixture materials were examined using unconfined compressive strength (UCS) tests and splitting tensile strength (STS) tests, with emphasis on evaluating the effects of different proportions of bentonite, fibers, and metakaolin within the CSB mixtures with a constant value of cement content. The test results indicated that the maximum improvements in UCS and STS were all attained in the CSB mixture with 10% bentonite content, and the inclusion of fibers and metakaolin of 1% each within the same CSB mixture led to an increase in UCS of about 40 and 70%, respectively. The addition of fibers also increased the ductility of the mixture material and was more effective for the improvement of tensile strength compared to that of metakaolin. The contribution of metakaolin to early-age strength (i.e., 3 and 7 days) of CSB mixture was found to be small due to the relatively low cement content in the mixture.  相似文献   
47.
When performing the seismic risk assessment of new or existing buildings, the definition of compact indexes able to measure the damaging and safety level of structures is essential, also in view of the economic considerations on buildings rehabilitation. This paper proposes two series of indexes, named, respectively, Global Damage Indexes (GDIs), which are representative of the overall structure performance, and Section Damage Indexes (SDIs), which assess the conditions of reinforced concrete (RC) beam‐column sections. Such indexes are evaluated by means of an efficient numerical model able to perform nonlinear analyses of the RC frame, based on the continuum damage mechanics theory and fiber approach. An improvement of a two‐parameter damage model for concrete, developed by some of the authors, which guarantees a better correlation between the Local Damage Indexes (LDIs) and the material's mechanical characteristics, is also presented. For the reinforcement, a specific LDI, named ‘steel damage index’, which takes into account the plastic strain development and the bar buckling effect, is proposed. The numerical model has been employed to simulate several experimental tests, in order to verify the accuracy of the proposed approach in predicting the RC member's behavior. Nonlinear static and dynamic analyses of two RC frames are carried out. The robustness of the method, as well as the effectiveness of the GDIs in assessing the structural conditions, are demonstrated here. Finally, comparisons between the evolution of GDIs and the achievement of the performance levels as proposed in FEMA 356 are reported. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   
48.
Changes in tissue structure, rheological properties and water content of raw and heated sea cucumber meat were studied. Sea cucumber Stichopus japonicus was heated at 25℃, 70℃ and 100℃ water for 5 min. The structural changes were observed using a light microscope and the rheological parameters (rupture strength, adhesive strength and deformation) determined using a texture meter. Microscopic photograph revealed that the structural change of heated meat was greater than that of raw meat. The rupture strength, adhesive strength and deformation of raw meat were smaller than those of the heated meat. Meanwhile, rheological parameters showed positive correlation with heating temperature. These changes are mainly caused by thermal denaturation and gelatinization of collagen during heating. These changes were also evidenced in observations using a light microscope and differential scanning calorimetry.  相似文献   
49.
氮化硅陶瓷具有密度小强度高的优点,在深潜浮力设备领域具有广阔发展前景。然而陶瓷材料固有的脆性以及万米深海严苛的工作环境,使得氮化硅陶瓷空心浮力球在深水环境下面临着内爆的风险。为探究氮化硅陶瓷空心浮力球在内爆临界状态下的失效问题,设计并进行了三点弯曲试验,确定了氮化硅陶瓷材料的力学性能参数,包括弹性模量和破坏应力;随后对氮化硅陶瓷空心浮力球内爆试验的过程及结果进行了回顾总结;基于标准球壳模型与浮力球实物的CT扫描几何模型,对浮力球在内爆临界状态的失效过程进行了有限元仿真分析。结果表明:氮化硅陶瓷空心浮力球的性能存在一定不稳定性;结构内表面局部过大的拉应力是造成失效的主要原因,对内表面进行预加压处理或能提高其抗内爆性能。  相似文献   
50.
We have performed a comparative analysis of the fine structure of two decametric type II bursts observed on July 17 and August 16, 2002, with the 1024-channel spectrograph of the UTR-2 radio telescope in the frequency range 18.5–29.5 MHz and with the IZMIRAN spectrograph in the frequency range 25–270 MHz. The August 16 burst was weak, ~2–5 s.f.u., but exhibited an unusual fine structure in the form of broadband fibers (Δf e > 250–500 kHz) that drifted at a rate characteristic of type II bursts and consisted of regular narrow-band fibers (Δf e > 50–90 kHz at 24 MHz) resembling a rope of fibers. The July 17 burst was three orders of magnitude more intense (up to 4500 s.f.u. at 20 MHz) and included a similar fiber structure. The narrow fibers were irregular and shorter in duration. They differed from an ordinary rope of fibers by the absence of absorption from the low-frequency edge and by slow frequency drift (slower than that of a type II burst). Both type II bursts were also observed in interplanetary space in the WIND/WAVES RAD2 spectra, but without any direct continuation. Analysis of the corresponding coronal mass ejections (CMEs) based on SOHO/LASCO C2 data has shown that the radio source of the type II burst detected on August 16 with UTR-2 was located between the narrow CME and the shock front trailing behind that was catching up with the CME. The July 17 type II fiber burst also occurred at the time when the shock front was catching up with the CME. Under such conditions, it would be natural to assume that the emission from large fibers is related to the passage of the shock front through narrow inhomogeneities in the CME tail. Resonant transition radiation may be the main radio emission mechanism. Both events are characterized by the possible generation of whistlers between the leading CME edge and the shock front. The whistlers excited at shock fronts manifest themselves only against the background of enhanced emission from large fibers (similar to the continuum modulation in type IV bursts). The reduction in whistler group velocity inside inhomogeneities to 760 km s?1 may be responsible for the unusually low drift rate of the narrow fibers. The magnetic field inside inhomogeneities determined from fiber parameters at 24 MHz is ~0.9 G, while the density should be increased by at least a factor of 2.  相似文献   
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