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21.
Climate change (CC) potentially affects people travel behaviour, due to extreme weather conditions. This is particularly true for pedestrians, that are more exposed to weather conditions. Introducing the effect of this change in transport modelling allows to analyse and plan walking networks taking into consideration the climatic variable. The aim of this work is to develop a tool that can support planning and design of walking networks, by assessing the effects of actions oriented to increase resilience with respect to extreme weather conditions (CC adaptation).An integrated approach is used, thus combining transport and land-use planning concepts with elements of outdoor thermal comfort and network accessibility. Walking networks are analysed through centrality indexes, including thermal comfort aspects into a general cost function of links and weighted nodes. The method has been applied to the walking network inside the Campus of the University of Catania (Italy), which includes different functions and where pedestrian paths are barely used by people. Results confirm that this tool is sensitive to the variables representing weather conditions and it can measure the influence of CC adaptation measures (e.g. vegetation) on walking attitude and on the performance of the walking network. 相似文献
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基于两级温差发电的船舶废热回收试验研究 总被引:1,自引:1,他引:0
对于船舶柴油机而言,其所做功的30%都以废热的形式随尾气排放到了大气中。利用温差发电(TEG)技术回收船舶余热进行发电具有极其广阔的发展前景。因此提出了一种利用船舶柴油机尾气废热进行两级温差发电的新型装置。在对两级温差发电系统进行建模后,搭建了两级温差发电装置并进行了测试。理论分析和实验结果表明该装置利用温差发电技术对船舶余热回收是可行的。当热端温度达到473 K时,该温差发电实验装置可输出功率250 W,系统热效率为5.35%,相比单级TEG在相同条件下4.04%的热效率,该系统提高了32%。最后,对系统优化和装置的进一步改进进行了探讨。 相似文献
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文章以厦蓉高速公路广西境内灌阳至全州段K13+710通道涵洞为工程实例,利用FLAC3D(快速拉格朗日分析)软件对高填方路堤中的顶板通道进行数值仿真分析,总结了高填方路堤通道涵洞的受力特性,并提出了通道涵洞设计施工中应注意的问题。 相似文献
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边坡土体中的膨胀力是导致膨胀土边坡失稳的主要原因之一。文章基于湿度应力场理论,采用ANSYS软件的热传导分析功能模拟分析边坡的降雨入渗以及膨胀变形,并采用有限元强度折减法对不同条件下边坡安全系数进行计算,分析了膨胀土边坡稳定规律,为膨胀土边坡处治提供理论依据。 相似文献
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This article studies the structural response of a 6.0” flexible pipe under pure tension considering intact and damaged conditions. In the damaged condition, several wires of the tensile armor layers are assumed to be broken. A three-dimensional nonlinear finite element (FE) model devoted to analyze the local mechanical response of flexible pipes is employed in this study. This model is capable of representing each tensile armor wire and, therefore, localized defects, including total rupture, may be adequately represented. Results from experimental tests validate the FE predictions and indicate a reduction in the axial stiffness of the pipe, a non-uniform redistribution of forces among the remaining intact wires of the damaged tensile armor layers and high stress concentrations in the wires near the broken ones. Moreover, the FE model indicates that significant normal bending stresses may arise in the pressure armor and inner carcass due to an uneven pressure distribution on these layers. Finally, the results obtained are employed to estimate the pull out capacity of the studied flexible pipe. 相似文献
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