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291.
台试与路试轮胎滚动阻力关联性研究 总被引:2,自引:0,他引:2
分析了台试与路试轮胎滚动阻力影响因素的内在联系;建立了台试与路试轮胎滚动阻力关联性模型;揭示了台试与路试轮胎滚动阻力之间的差异;解决了通过台试试验求解道路滚动阻力问题。 相似文献
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294.
土体的结构性模型是土力学的核心问题.本文根据不同的模型理论和方法,把土体的结构性模型分为复合体本构模型、微观力学本构模型和土体的塑性理论模型,并对各个模型的研究现状、建模的思路与实质进行研究. 相似文献
295.
Repair and Strengthening Assessment of Existing Bridges Based on Time-Dependent Reliability Analysis
The strategy on repair and strengthening of existing bridges based on time-dependent reliability was analyzed with the maximum expected benefit as the objective function. A sample of risk-ranking decision was illustrated based on updated inspection information with 35 survival age. The effect of improvement of live loads and difference of repair methods on time-dependent reliability of existing bridges are considered. The results show that the decision method can be used in real project, with the cost of failure consequence and the risk of failure considered. 相似文献
296.
Radar Emitter Signal Recognition Based on Complexity Features 总被引:1,自引:0,他引:1
Intra-pulse characteristics of different radar emitter signals reflect on signal waveform by way of changing frequency, phase and amplitude. A novel approach was proposed to extract complexity features of radar emitter signals in a wide range of signal-to-noise ratio ( SNR), and radial basis probability neural network (RBPNN) was used to recognize different radar emitter signals. Complexity features, including Lempel-Ziv complexity (LZC) and correlation dimension (CD), can measure the complexity and irregularity of signals, which mirrors the intra-pulse modulation laws of radar emitter signals. In an experiment, LZC and CD features of 10 typical radar emitter signals were extracted and RBPNN was applied to identify the 10 radar emitter signals. Simulation results show that the proposed approach is effective and has good application values because average accurate recognition rate is high when SNR varies in a wide range. 相似文献
297.
The forthcoming Next Generation Network (NGN) is an all IP network. Multimedia communications over IP networks are a type of bundled session communications, which cannot directly traverse Network Address Translations (NATs) and firewalls even in NGN. To solve the problem that the existing traversal methods are not suitable for service providers to set up a real system in NGN,a Distributed Broker-agent Architecture (DBA) is addressed. DBA is secure and realizable for service providers and enterprises because it is easy to set up and does not need to upgrade the existing devices like Firewalls, NATs or endpoint devices of subscribers.DBA is composed of two-layer distributed agents, the server proxies and the client agents, in which all multimedia communications use shared tunnels to carry signaling messages and media data between broker-agents, and the call signaling is encrypted over Security Socket Layer (SSL) to guarantee the security of calling. Moreover, the function model and multiplexed connection messages format of DBA are designed, which lays a basis for the protocol in the future NGN. In addition, a simple implementation based on H.323 verifyies the main function of traversing firewalls and NATs. 相似文献
298.
Zhongshan Bridge is a kind of steel arch bridge with a particular space-combined structure.The rationality of design.accuracy of theoretical calculation and reliability of transportation were studied.Its design,FEM calculation of stresses and strains,and model test were introduced in detail.The theoretical analysis and model test verified that the design was reliable and safe.The simulated stresses,rigidity and stability,which are based on the selected loading system and cross-section geometry,satisfy the related design standards.Some of the issues that need to be considered in the real bridge construction were also discussed. 相似文献
299.
NEURAL NETWORKS PREDICTION FOR SEISMIC RESPONSE OF STRUCTURE UNDER THE LEVENBERG-MARQUARDT ALGORITHM 总被引:1,自引:0,他引:1
Activecontrolandsemi activecontrolarenewapproachestoseismichazardmitigationofstructure .Whileinactivecontrolorsemi activecontrol ,mea surementofstructurestate ,transmissionandcalcu lationofsignalandinflictionofcontrolforcerequiretime ,moreover ,controlforceiscalculatedaccordingtotheseismicresponseofstructureinlastepoch ,sothecontrolforceinactivecontrolorsemi activecontrolmaybedistortedduetotime delay .Suchdistortionusuallyincreasestheseismicresponseofstructureandmakesstructuremoredangerous[1-3… 相似文献
300.
牟瑞芳 《西南交通大学学报(英文版)》2004,12(1):69-72
The concentration of runoff depends upon that of soil loss and the latter is assumed to be linear to the value of EI that equals the product of total storm energy E times the maximum 30-min intensity,I^30 for a given rainstorm.Usually,the maximum accumulative amount of rain for a rainstorm might bring on the maximum amount of runoff,but it does not equal the maximum erosion and not always lead the maximum concentration.Thus,the average concentration weighted by amount of runoff is somewhat unreasonable.An improvement for the calculation method of non-point source pollution load put forward by professor Li Huaien is proposed.In replacement of the weight of runoff,E1 value of a single rainstorm is introduced as a new weight.An example of Fujing Rive rwatershed shows that its application is effective. 相似文献