摘要
海南省海口市某一医院建筑结构为框架-剪力墙结构,由于设防烈度高(8度0.3 g),按常规方案设计在小震作用下由于不满足规范要求,通过在剪力墙连梁中设置连梁阻尼器,调节结构刚度,具有较好的耗能效果,不仅各项技术指标满足了规范的要求,同时提升了建筑使用功能,且更加经济。
Frame-shear wall structure of hospital building in Haikou City,Hainan Province,according to the conventional scheme design,it is not satisfied with the requirement of the standard in high fortification intensity（ 8 degrees 0. 3 g）,By setting the coupling-beam damper in shear-wall with coupling-beam,it can adjust structural stiffness,and has a good energy dissipation effect. Not only the technical specifications meet the requirements of the specification,while enhancing the use of buildings function,and more economical.
出处
《结构工程师》
北大核心
2016年第5期120-125,共6页
Structural Engineers
关键词
消能减震
连梁阻尼器
energy dissipation
coupling-beam damper
