内容简介
Limitandshakedownanalysisforstructurescanprovideaveryusefultoolfordesignandanalysisofengineeringstructures.Structuresbyusingaunifiedstrengththeory.Aseriesofsolutionsofplates,rotatingdiscsandcylinders,pressurevesselsarepresented.Theseresultsencompassthetresca-Mohr-Coulombsolutionofstructureasspecialcase.Theunifiedsolution,whichcannotbeobtainedbyusingasinglecriterion,issuitabletomorematerialsandstructures.MaobongYuisprofessorofdepartmentofCivilEngineeringatXianJiaotongUniversity,China.Hehasauthored12booksincludingUnifiedStrengthTheoryandItsApplicationsandGeneralizedPlasticity.