CAJ | 학술논문

对型钢混凝土梁柱框架结构、型钢混凝土柱-钢筋混凝土梁框架结构、纯钢筋混凝土框架结构进行分析，讨论三者在在不同的地震作用下的层间位移角、有害层间位移角、变形特征曲线上的区别。研究表明：型钢混凝土框架结构呈现剪切型的变形特征，薄弱层出现在首层及二层，大震最大层间位移角可取小震时对应数值的6.5倍进行估算，型钢混凝土框架结构更适用于8度半以上抗震设防烈度地区。
대형강혼응토량주광가결구、형강혼응토주-강근혼응토량광가결구、순강근혼응토광가결구진행분석，토론삼자재재불동적지진작용하적층간위이각、유해층간위이각、변형특정곡선상적구별。연구표명：형강혼응토광가결구정현전절형적변형특정，박약층출현재수층급이층，대진최대층간위이각가취소진시대응수치적6.5배진행고산，형강혼응토광가결구경괄용우8도반이상항진설방열도지구。
Comparative analysis of SRC structure and Reinforced concrete frame structure and a decision. of the difference of the interlayer displacement Angle, harmful drift angle, and deformation characteristic curve are presented in this paper. It is proved that SRC frame structure shows shear deformation characteristics and weak story appears in the first floor and second floor. The value of maximum interlayer displacement angle under severe earthquake can take 6.5 times that under small earthquakes. SRC frame structure is more suitable for seismic intensity more than half of 8 degrees.