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1.
基于分层壳元法,对钢筋混凝土多梁式T梁的极限承载力问题进行了研究。建立实体退化壳元模型后,推导了壳元位移场,用分层壳元模拟了多梁式T梁。基于Owen理论考虑了混凝土的材料非线性,并基于V.Karman假设考虑了结构的几何非线性。通过多梁式T梁实例分析,结果表明,应用分层壳元法能正确地进行多梁式T梁的非线性分析,能有效地评估结构的极限承载力,且支承形式对多梁式T梁的极限承载力有很大影响,研究表明应选择修正的铰支-弹性支承形式。  相似文献   
2.
公路桥梁结构的整体计算采用车道荷载,结构的局部计算采用车辆荷载,车辆荷载与车道荷载的作用不得叠加.将采用这2种荷载设计的结构进行可靠度对比,结果表明,按车辆荷载设计的结构满足正常使用功能的可靠度偏低,更容易发生损坏,这些损坏会影响到结构的正常使用.提出通过调整重型车辆通过桥梁时的交通行驶规则,增大结构按正常使用极限状态设计时车辆荷载的代表值,从而提高按车辆荷载设计的结构可靠度.  相似文献   
3.
以承受20 MPa爆发压力的铝合金气缸盖为研究对象进行结构设计开发。采用有限元仿真分析的方法对5种不同方案的气缸盖刚度和强度进行数值模拟,并在综合性能较好的F0方案气缸盖上开展电测试验和疲劳试验。结果表明,气缸盖主承力结构的调整对气缸盖各处最大主应力有不同的影响规律;F0方案气缸盖具有一定的高周疲劳可靠性;电测试验结果与仿真结果基本吻合,验证了仿真分析方法的正确性;疲劳试验验证了优化后的气缸盖可满足20 MPa爆发压力的设计需求。  相似文献   
4.
黎杰  李欢  霍飞 《中南公路工程》2012,(1):40-42,53
以某交叠隧道为背景,通过有限元分析理论与数值计算方法建立三维模型,研究了双向列车通过时其振动对隧道结构的影响。分析表明:拱底中央受列车振动荷载影响最大,结构满足安全性要求;土压静载仍为结构设计的控制因素。  相似文献   
5.
肥大型浅吃水船舶的模型试验   总被引:1,自引:0,他引:1  
考虑沿海运输船舶进江和降低运输成本的需要,对于优化的超浅吃水(B/T=4.0)肥大型(CB=0.84)船型,给出了快速性的试验和耐波性的计算分析结果,以供船舶设计参考。  相似文献   
6.
舰船综合电力系统直流网络突加一定恒功率负载时会产生较大的电压波动,这主要是由电网中电能供需的不平衡造成,而飞轮储能装置可以解决上述问题。本文详细分析了储能装置运行特性,将其划分为充能、保持、调节三种工作模式,设计了一种基于矢量控制的综合控制策略。在PSCAD/EMTDC仿真平台中构建了综合电力系统直流网络简化仿真模型,仿真结果表明此控制策略下飞轮储能装置的工作模式能平滑快速切换,功率控制响应速度快,直流母线电压暂态过程波动显著减小。  相似文献   
7.
Vortex-induced vibrations of a rigid circular cylinder were studied by constructing a theory based on a wake oscillator model under quasisteady approximations, thereby evaluating vortex-induced hydrodynamic forces acting on the cylinder. A lock-in limit line representing the boundary for the occurrence of frequency lock-in was also theoretically derived. Hydrodynamic forces in forced oscillation problems estimated by the theory were compared with measured ones. Although some discrepancies were found, particularly in cases with high-frequency oscillations, good agreement was achieved in most cases. Accordingly, we conclude that the present theory captures well real phenomena in the wake downstream of a cylinder subjected to a flow.  相似文献   
8.
深水半潜式钻井平台波浪载荷预报与结构强度评估   总被引:4,自引:0,他引:4  
采用理论分析和模型试验相结合的方法,对一深水半潜式钻井平台进行了波浪载荷预报和结构强度评估,进而为平台结构设计提供了参考依据.同时,对半潜式平台波浪载荷预报和结构强度评估的分析方法和流程进行了归纳与总结.  相似文献   
9.
    
Environmental contours are often applied in probabilistic structural reliability analysis to identify extreme environmental conditions that may give rise to extreme loads and responses. They facilitate approximate long term analysis of critical structural responses in situations where computationally heavy and time-consuming response calculations makes full long-term analysis infeasible. The environmental contour method identifies extreme environmental conditions that are expected to give rise to extreme structural response of marine structures. The extreme responses can then be estimated by performing response calculations for environmental conditions along the contours.Response-based analysis is an alternative, where extreme value analysis is performed on the actual response rather than on the environmental conditions. For complex structures, this is often not practical due to computationally heavy response calculations. However, by establishing statistical emulators of the response, using machine learning techniques, one may obtain long time-series of the structural response and use this to estimate extreme responses.In this paper, various contour methods will be compared to response-based estimation of extreme vertical bending moment for a tanker. A response emulator based on Gaussian processes regression with adaptive sampling has been established based on response calculations from a hydrodynamic model. Long time-series of sea-state parameters such as significant wave height and wave period are used to construct N-year environmental contours and the extreme N-year response is estimated from numerical calculations for identified sea states. At the same time, the response emulator is applied on the time series to provide long time-series of structural response, in this case vertical bending moment of a tanker. Extreme value analysis is then performed directly on the responses to estimate the N-year extreme response. The results from either method will then be compared, and it is possible to evaluate the accuracy of the environmental contour method in estimating the response. Moreover, different contour methods will be compared.  相似文献   
10.
    
This paper examines the dynamic behavior of the tubular K-joints in offshore platforms by means of experimental and numerical studies. The structural response is studied through Falling Weight Impact Tester(FWIT) with three different falling heights. A non-direct similitude method is developed and applied to the scaled K-joint models. The experimental results, including final deformed shapes and impact force responses, are reported to be useful for further benchmark studies. The finite element models are then developed by commercial software LS-DYNA, where nonlinear material properties are considered based on the corresponding tensile tests. Good correspondence between the numerical and experimental results is achieved, and relevant sensitivity analyses of numerical results are carried out to verify the reliability of the numerical models. Finally, the influence of the strain-rate definition and the reliability of the similarity are discussed. In general, the impact response in the present study is significantly dependent on the definition of dynamic material characteristics. The results obtained from Cowper-Symonds model with constants derived from the dynamic tensile test yield a good estimation when compared with the experimental results. Besides, scaled models tend to obtain un-conservative prediction results, and the developed non-direct similitude method is appropriate for the application.  相似文献   
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