复杂高层梁式转换层结构的受力性能研究-建筑与土木工程专业论文.docxVIP

复杂高层梁式转换层结构的受力性能研究-建筑与土木工程专业论文.docx

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复杂高层梁式转换层结构的受力性能研究-建筑与土木工程专业论文

万方数据 万方数据 Subject :Study On The Mechanical Behaviors Of Complex High-rise Beam Transfer Story Structures Specialty : Architecture and Civil Engineering Name : Liu Dan (Signature) Instructor : Yan Yuemei (Signature) ABSTRACT With the rapid development of our economy and the accelerating peace of urbanization,more and more people into city and the urban quantity of high-level building has become more and more.In order to satisfy the use requirement of multi-functional buildings and the diversity of structure system,high-level building beam transformation layer structure has been widely applied.But the most existing design method of conversion layer structure is for the relatively simple and conversion layer,more complex transformation layer structure can follow less design idea.It makes the designers difficult to grasp structure selection and the calculation model and method of determining in the practical engineering.So it has great significance to study on the mechanical performance and design calculation methods and construction of transfer story structures. It used SATWE structure of the space finite element software and a practical engineering structure of beam transfer story of the mechanical behaviors was analyzed. It applied the theories of finite element analysis and dynamic analysis for the reaction rule of structure under vertical static load and wind load and earthquake when the structures were changed the height of the transfer floor or the lateral stiffness ratio.When dynamic elastic time-history analysis was carried and the results of the time-history analysis and response spectrum analysis was compared,we got the effects on seismic behavior of the structure with different height of the transfer floor or the lateral stiffness ratio. It was found after analysis that the higher level of transfer story is,the smaller maximum floor displacement of structure which under vertical static load and the more maximum floor displacement of structure which under

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