Experimental Research Of The Single Plate Framing Connection Between Truss-Steel Beam And Concrete Wall

In this thesis, a series of single and double-direction-load tests are carried on the single plate framing connection between truss-steel beam and concrete wall often used in tall-building .By single-direction-load tests ,the flexure capacity of the joints in use of different design is researched in particular , the effect of bolt design on the flexure capability is analysised ; based on the cyclic loading experiment ,such characteristics of the anchors are analyzed -.bearing capacity .rigidity ,ductility , hystersity capacity ,energy dissipation and failure phenomena.In the flexure capacity research, the going specifications about the joint's design are different from the experimental conclusion, It is reasonable that better design solution is applied on design; in the research of anchors, there is a large of effects on the aseismic behavior of anchor when different designs are carried on , so ,the choice of design solution is very important .or else ,the thought ,the theory and formula applied by designers is failed.Some valuable propositions are offered for designers on the basis of tests and the direction of further research is offered.