A.20.4m
B.21.5m
C.20.85m
D.21.95m
A.20.4m
B.21.5m
C.20.85m
D.21.95m
A.高度不超过60m
B.质量沿高度分布比较均匀
C.刚度沿高度分布比较均匀
D.以剪切变形为主
E.以弯曲变形为主
A.X轴方向水平地震作用
B.Y轴方向水平地震作用
C.斜向地震作用
D.双向水平地震作用下的扭转影响
E.竖向地震作用
A.实际悬臂长度
B.实际悬臂长度的1.2倍
C.实际悬臂长度的1.5倍
D.实际悬臂长度的2.0倍
A.框架结构
B.框架-剪力墙结构
C.剪力墙结构
D.框架-核心筒结构
A.屈服强度标准值<img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384177761997.png">
B.极限强度标准值<img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384177792152.png">
C.抗拉强度设计值<img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384177809867.png">
D.抗压强度设计值<img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384177879583.png">
A.6度,0.05g
B.7度,0.10g
C.7度,0.15g
D.8度,0.20g
A.不需要配筋钢筋
B.X方向配置<img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384177996732.png">10@135,Y方向配置 <img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384178027440.png">10@110
C.X方向配置<img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384178042903.png">10@110,Y方向配置 <img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384178129892.png">10@135
D.Y方向配置<img src="https://cg-service.oss-cn-shanghai.aliyuncs.com/20240116/1705384178152308.png">10@110,×方向按照分布钢筋要求配置
A.8KN/m2
B.10.9KN/m2
C.10.1KN/m2
D.11.5KN/m2