水閘整體結(jié)構(gòu)設(shè)計(jì)方法研究及空箱擋土墻的應(yīng)用

1、密級(jí)——單位代碼：—地塹!一侖肥工學(xué)火警HefeiUniversityofTechnology碩士學(xué)位論文R／IASTERDISSERTATIoN②論文題目：水閘整體結(jié)構(gòu)設(shè)計(jì)方法研究及空箱擋土墻的應(yīng)用學(xué)位類別：學(xué)歷碩士學(xué)科專業(yè)：(工程領(lǐng)域!三堡塑蘭作者姓名導(dǎo)師姓名完成時(shí)間許正松何沛祥副教授2007年5月ResearchofSluice0verallStructureDesign’SMethodandApplicationofEmptyB

2、oxTypeSoilBameAbstractConsideringfloorpillarandgroundworkasawholeframe，aopensluicefiniteelementmodelwasestablishedandtheresultwasbelievableThiskindofmodelnotonlycouldavailablyconsidertheinteractionbetweenfloorpillarandgr

3、oundwork，butalsocouldexpedientlyhandlevariouscomplicatedconditionsofgeometryphysicsand10adInthethesis，aopensluiceoverallfiniteelementstructuralcalculatingmodelconsideringfloorandpillarandworkingbridgeandgroundworkasawhol

4、eframewasestablishedComparedtheresultwithopensluiceoverallfiniteelementstructuralcalculatingmodelwhichtheworking—bridgehasnotconsideredTheconclusion：consideringtheinfluenceofworkingbridge，thedistributingofinternalforcein

5、thefloorcanbeimprovedandthetransverseintensityofsluicecanbeincreasedavailablyConsideringthelimbicpillarreceivedbiggerearthpressure，whenthelimbiepillarlinkedwithtwobanksdirectlybecausethediscrepancybetweentheloadoflimbicp

6、illarandtheloadofgroundworkwasgreat，itwouldbegetnotsymmetricalsedimentationandbiggerinternalforoeintheflooraffectturningonandturningoffofstrobeandevenengendercrackAtthistime，emptyboxtypesoilbafflewasappliedAopensluiceove

7、rallfiniteelementstructuralcalculatingmodelconsideringemptyboxtypesoilbafflewasestablishedComparedtheresultwithopensluiceoverallfiniteelementstructuralcalculatingmodelwhichemptyboxtypesoilbafflehasnotconsideredTheconclus