수평하중에 대한 각형강관골조형 벽체시스템의 면내전단실험

The wall system framed by cabon steel square can expect the more improvement of the load bearing capacity and the more efficient movement on buckling than the general steel house wall system. Also, this system gives us the improved effects for the adiabatic and sound insulation performance by filling up the autoclaved lightweight concrete. We need the evaluation of the shear force capacity according to the horizontal loads in the case that this system is applied in the housing system with 3~5 stories through the variations of sizes and intervals for the studs and runners. Therefore, the purpose of this study is to evaluate the shear load bearing capacity and the plasticity transformation capacity of unit wall of the system through the experiment according to the several variables for the studs and runners.