The investigation of the effect of hinge to the construction structure mechanism by the help of IDECAD

In this exercise the process and behavior performed by hinge traverse and rigid under force after a newconcrete construction system was analyzed according to the results of results of the static and dynamiccalculations by the help of IDECAD program.Calculation guidelines TS 500-2000,DBYDH-2007 and about the buildings will be constructed in thedisaster areaas have been benefited from and also calculated in IDECAD. The location of samplestructure is defined as Z3, earthquake level 1, the allowable stress 11,40t/m2 , concrete class is chosenasC30 , steel class is chosen and desinger as S420. According to these data, the behavior of structure andthe required equipment Calculation have been made.At the of the research; as a result of the analyses, it has been understood that the structure made by rigidconnectedconcrete makes less displacement than hing connected concrete structure and because of thatthe connection of the concrete constructions will be made as rigid-connection and their calculations will be made according to these data.