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新型悬挂式钢板活动防洪堤技术分析-technical analysis of new suspended steel plate movable flood dike
CombiningtheAirywavetheory,thisarticlesimulatesthestructuraldynamicresponseunderthecheckfloodstageanddesignfloodlevelbyutilizingtransientanalysismoduleinthree-dimensionalfiniteelementsoftware,summarizesandanalysesthestructureofdisplacementandstressresponseprocesslines.Summarily,thispaperputsforwardanewtypeofhangingsteelplateactivefloodembankment,itcannotonlymeettherequirementsoffloodcontrol,butalsocoordinatewithurbanlandscape,atthesametimeitsimulatestheworkingperformanceofthestructurebyusingthemethodofnumericalanalysis,whichillustratesitstheoreticalrationalityandhasgreatguidancesignificancetopracticalengineering.KEYWORDS:cityfloodcontrol;hangingsteelplate;activefloodembankment;finiteelement;staticanalysis;dry-model;wet-model;transientdynamic目录第一章绪论..................................................................................................................11.1问题的提出.....................................................................................................11.2国内外防洪堤研究综述.................................................................................21.2.1国内外防洪堤型式综述......................................................................21.2.2防洪堤结构研究方法..........................................................................51.3研究的意义.....................................................................................................61.4主要研究内容.................................................................................................6第二章新型悬挂式钢板活动防洪堤方案研究.........................................................72.1新型悬挂式钢板活动防洪堤依据原则.........................................................72.1.1安全性原则..........................................................................................72.1.2实用性原则..........................................................................................72.1.3景观性原则..........................................................................................72.2新型悬挂式钢板活动防洪堤结构方案......................................................
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