The Seismic Design Study On Frame Rocking-Wall Structure And Frame Structure

In order to change the phenomenon that the Strong column and weak beam causethe Layer to yield when the Frame structure Affected by the earthquake, some scholarshave proposed that control the overall deformation of structure from concept designstage, in order to transfer the structure failure type. Through controlling the structurallateral deformation to avoid structural centralized damage caused by earthquakes, toachieve expected damage mechanism and ensure the expected structure seismicperformance. There is no complete theory that how to design rocking wall-framestructural,so its theory is not mature. Thus, it has a good growth prospects in theconstruction industry if we can find a safe and reliable, economical and reasonabledesign and strengthening scheme in frame rocking wall structures.The R-C constructiondesigned by the PKPM in this text.At last,I use the analytic procedure of Pushover inSAP2000to make contrast R-C construction’s seismic performance with frame-rockingwall’s.In this text I raise a kind of method to design the frame-rocking wallconstruction.In conclusion, the main research content of this paper are listed as follows:(1) First of all,build a reasonable frame structural model in PKPM，then makeanalyse of frame structure failure mechanism in SAP2000.Then I can estimate itsseismic performance in this paper.(2) I propose the method that how to design rocking wall,the link part thefoundation of the rocking wall and the procedure to design frame-rocking wallconstruction.(3)At last of this text I make the R-C construction’ seismic performance with2frame-rocking wall constructions’.These2frame-rocking wall constructions’ were usedthis text’s method to design.