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The Numerical Simulation For Wind Pressure On The Roof Of Rhombic Plane And Saddle-Shaped Building

机译:菱形岩体屋顶风压的数值模拟

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The existing "structure load code" did not give wind load shape coefficient of rhombic plane and saddle-shaped roof. On this issue, numerical wind tunnel method has significant advantages such as low cost, fasting, collecting more comprehensive results. Using information of CFD and the software of FLUENT, using RNG k-ε turbulence model, simulating a landform rhombic plane, the paper had numerical simulation of average wind pressure coefficient for rhombic plane and saddle-shaped roof building. It focused the effect on the numerical simulation for bending-span ratio. Finally it provided reference for reasonably determining the average wind pressure coefficient of rhombic plane and saddle-shaped roof building.
机译:现有的“结构装载码”没有给出菱形平面和鞍形屋顶的风力载荷形状系数。在这个问题上,数值风洞方法具有低成本,禁食,收集更全面的结果,具有显着的优势。使用CFD和流利软件的信息,采用RNG K-ε湍流模型,模拟地形菱形平面,具有对菱形平面和鞍形屋顶建筑的平均风压系数的数值模拟。它集中了对弯曲跨度比数值模拟的影响。最后,它为合理地确定了菱形平面和鞍形屋顶建筑的平均风压系数提供了参考。

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