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基于风压分布特性的折叠网壳结构形状优化研究 被引量:7
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作者 颜卫亨 黄政 吴东红 《计算力学学报》 CAS CSCD 北大核心 2016年第2期150-157,共8页
针对风敏感结构折叠网壳存在抗风不利区域和风压梯度变化较大的力学行为,为优化其在风荷载作用下的表面风压分布,降低结构的风致响应,基于流体动力学基本原理和大气边界层基本理论,运用Fluent软件对折叠网壳结构风压分布进行数值模拟的... 针对风敏感结构折叠网壳存在抗风不利区域和风压梯度变化较大的力学行为,为优化其在风荷载作用下的表面风压分布,降低结构的风致响应,基于流体动力学基本原理和大气边界层基本理论,运用Fluent软件对折叠网壳结构风压分布进行数值模拟的基础性研究,对比风洞试验结果,确定复杂体型结构数值模拟的计算域尺寸、计算域离散和湍流模型等关键参数的选取。在此基础上对8种折叠网壳结构形状优化方案进行分析,得到其分区体型系数和体型系数的标准差,对比结构初始形态表面风压,最终得到具有良好抗风性能的最优方案,化解了结构的不利风压分布。结果表明,CFD数值分析技术能够有效地解决风敏感结构在风荷载作用下的形状优化问题,为结构体型优化和研发新型野营房屋提供了一个设计方法和理论依据。 展开更多
关键词 计算流体动力学 折叠网壳 数值模拟 表面风压 结构形状优化
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Layout configuration and joint scheduling optimization of green-grey-blue integrated system for urban stormwater management:Current status and future directions
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作者 DUAN Tingting LI Pengfeng +4 位作者 KHU Soonthiam HUANG Peng TIAN Tengfei LIU Qian ZHANG Yuting 《水利水电技术(中英文)》 北大核心 2025年第7期77-108,共32页
[Objective]Under the combined impact of climate change and urbanization,urban rainstorm flood disasters occur frequently,seriously restricting urban safety and sustainable development.Relying on traditional grey infra... [Objective]Under the combined impact of climate change and urbanization,urban rainstorm flood disasters occur frequently,seriously restricting urban safety and sustainable development.Relying on traditional grey infrastructure such as pipe networks for urban stormwater management is not enough to deal with urban rainstorm flood disasters under extreme rainfall events.The integration of green,grey and blue systems(GGB-integrated system)is gradually gaining recognition in the field of global flood prevention.It is necessary to further clarify the connotation,technical and engineering implementation strategies of the GGB-integrated system,to provide support for the resilient city construction.[Methods]Through literature retrieval and analysis,the relevant research and progress related to the layout optimization and joint scheduling optimization of the GGBintegrated system were systematically reviewed.In response to existing limitations and future engineering application requirements,key supporting technologies including the utilization of overground emergency storage spaces,safety protection of underground important infrastructure and multi-departmental collaboration,were proposed.A layout optimization framework and a joint scheduling framework for the GGB-integrated system were also developed.[Results]Current research on layout optimization predominantly focuses on the integration of green system and grey system,with relatively fewer studies incorporating blue system infrastructure into the optimization process.Moreover,these studies tend to be on a smaller scale with simpler scenarios,which do not fully capture the complexity of real-world systems.Additionally,optimization objective tend to prioritize environmental and economic goals,while social and ecological factors are less frequently considered.Current research on joint scheduling optimization is often limited to small-scale plots,with insufficient attention paid to the entire system.There is a deficiency in method for real-time,automated determination of optimal control strategies for combinations of multiple system facilities based on actual rainfall-runoff processes.Additionally,the application of emergency facilities during extreme conditions is not sufficiently addressed.Furthermore,both layout optimization and joint scheduling optimization lack consideration of the mute feed effect of flood and waterlogging in urban,watershed and regional scales.[Conclusion]Future research needs to improve the theoretical framework for layout optimization and joint scheduling optimization of GGB-integrated system.Through the comprehensive application of the Internet of things,artificial intelligence,coupling model development,multi-scale analysis,multi-scenario simulation,and the establishment of multi-departmental collaboration mechanisms,it can enhance the flood resilience of urban areas in response to rainfall events of varying intensities,particularly extreme rainfall events. 展开更多
关键词 excessive rainfall runoff green-grey-blue integrated system emergency response intelligent control optimization framework multi-departmental collaboration climate change flood
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考虑预应力影响的壳-弹簧模型及其在预制地下管廊纵向抗震分析中的应用 被引量:16
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作者 梁建文 李东桥 +2 位作者 王长祥 甘梦云 闫启超 《地震工程与工程振动》 CSCD 北大核心 2021年第4期13-22,共10页
利用ABAQUS有限元软件,采用壳单元模拟管廊结构,非线性地基弹簧单元模拟土-结构相互作用,非线性弹簧单元模拟带止水橡胶的承插式接头和预应力钢绞线,提出了一种考虑预应力影响的预制地下管廊纵向抗震分析的壳-弹簧有限元模型,并基于反... 利用ABAQUS有限元软件,采用壳单元模拟管廊结构,非线性地基弹簧单元模拟土-结构相互作用,非线性弹簧单元模拟带止水橡胶的承插式接头和预应力钢绞线,提出了一种考虑预应力影响的预制地下管廊纵向抗震分析的壳-弹簧有限元模型,并基于反应位移法分析了某拟建预制地下双舱管廊在地震波作用下的内力和变形。研究表明:文中壳-弹簧模型充分反映了预制地下管廊纵向接头构造及初始装配预应力,以及地震作用下的结构真实变形及内力分布,适用于预制地下管廊的纵向抗震分析。 展开更多
关键词 预制地下管廊 纵向抗震分析 壳-弹簧模型 预应力 反应位移法
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