The Static And Dynamic Analysis Of The Shear Wall Structure Supported On Steel Reinforced Concrete Frame

This text introduced the present condition and the development trend of Steel reinforced concrete structure and the Transfer story structure.Analysis on the differences in bending capacity,shear capacity of SRC beam between the twocodes of＜Specification for design of＜steel-reinforced concrete structure＞(YB 9082-97)and＜Technical specification for steel reinforced concrete compo site structure＞(JGJ 138-2001).The model of finite element analysis for the strueture is established.The loading property is Compared beteewn the Steel reinforced concrete structure a nd Reinforced concrete structure;The static loading mechanism and transforma tion and difference of stress of the sturcture of shear wall supported on frame is studied when vertical load alone and vertical and lateral load together is carried out.Comparing and analysising the result of time-history analysis and respo nse spectrum method under seismic force when the structure adopt the different supported material.The conclusion that earthquake-resistant abilty of sheart wa ll supported on Steel reinforcedl concrete frame surpass sheart wall supported on reinforcedl concrete frame.Analysising the impact on earthquake-resistant abilty when the amount of steel containted is changed.The conclusion is drawde that the stiffness's mutation is conctrat and that the earthquake-resistant abilty is improved when the amount of steel containted is added in a certain range.