摘要
简述了框架—剪力墙结构的特点,介绍了水平荷载作用下框架—剪力墙结构的层间变形计算公式,并通过实例,计算得出了该结构层间位移及位移角的变化曲线,验证了变形计算公式的合理性。
The paper indicates the features of the frame-shearing wall structure,introduces the calculation formula for the inter-story deformation of the frame-shearing wall structure under the horizontal loading effect,concludes the change curves for the inter-story displacement and displacement angle by the examples and proves the calculation formula to be reasonable.
出处
《山西建筑》
2016年第26期37-38,共2页
Shanxi Architecture
基金
蚌埠学院院级自然科学项目(项目编号:2015ZR12)
关键词
框架—剪力墙
层间位移角
水平荷载
变形计算
frame-shearing wall
inter-story displacement angle
horizontal loading
deformation calculation
