| The light steel structure system is widely used in low-rise residentialbuilding, especially in Europe and America, but is rarely applied in China,researches on it are insufficient, and correlative code or specification areabsent. In this paper，the shear properties of low-rise light steel residentialis studied by finite element on numerical simulation analysis, and integralresistance behavior of low-rise light steel structure system is studiedunder earthquake.At first, lateral resistance behavior of C-type light gauge steel columncovered with gypsum board was studied using ANSYS on numericalsimulation analysis, and compared with BeiXin building materials test,modeling is viable. Secondly, to study the influence on the lateralresistance behavior of column-wall by different span ratio, length ofcolumn and steel strip brace. At last, integral resistance behavior oflow-rise light steel structure system under earthquake is studied on the number of skin, wall thickness, wall material, floor thickness, thicknessand size of the column, the thickness of the main BEAM, secondaryBEAM thickness, the damping ratio. |
