城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
17期
69-70
,共2页
剪力墙轴压比限值%位移延性需求
剪力牆軸壓比限值%位移延性需求
전력장축압비한치%위이연성수구
ultimate value of axial compression ratio of shear wal%displacement ductility demand
根据变形能力计算不同位移延性需求剪力墙轴压比限值。由剪力墙位移延性推导曲率延性，由屈服曲率和曲率延性计算墙体极限曲率，根据箍筋约束混凝土应力-应变关系确定剪力墙边缘构件混凝土的极限压应变，确定剪力墙位移延性轴压比限值。
根據變形能力計算不同位移延性需求剪力牆軸壓比限值。由剪力牆位移延性推導麯率延性，由屈服麯率和麯率延性計算牆體極限麯率，根據箍觔約束混凝土應力-應變關繫確定剪力牆邊緣構件混凝土的極限壓應變，確定剪力牆位移延性軸壓比限值。
근거변형능력계산불동위이연성수구전력장축압비한치。유전력장위이연성추도곡솔연성，유굴복곡솔화곡솔연성계산장체겁한곡솔，근거고근약속혼응토응력-응변관계학정전력장변연구건혼응토적겁한압응변，학정전력장위이연성축압비한치。
Different displacement ductility demands different ultimate value of axial compression ratio in Shear wall which can calculate by different deformation. Curvature ductility is derived by displacement ductility of shear wal , and ultimate curvature of the wal is calculated by the yield curvature and the curvature ductility. The ultimate compressive strain of concrete which is used in edge components in shear wal is determined according to the relationship of stress-strain of concrete confined by hoop steels. The paper determines the ultimate value of axial compression ratio of shear wal .
