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某医院病房大楼消能减震加固分析与设计

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某建筑原抗震设防烈度低于 6 度,且拟将其使用用途由酒店改造为病房大楼.采用黏滞阻尼消能减震技术对该结构进行加固设计,并确定该结构的消能减震加固性能目标为性能 1.对加固后结构进行多遇地震、设防地震以及罕遇地震作用下的非线性时程分析,主要分析加固后结构的耗能能力、变形能力以及损伤屈服机制等抗震性能指标的提升情况.分析结果表明,采用减震加固方案后,结构在多遇地震、设防地震、罕遇地震作用下的各项抗震指标均达到预定性能目标的要求,设置的黏滞阻尼器发挥了良好的耗能能力;罕遇地震作用下结构具有合理的屈服机制,结构损伤轻微.
Analysis and design of energy dissipation and seismic reinforcement of a hospital ward building
The original seismic fortification intensity of a building is less than 6 degrees,and its use is planned to be transformed from a hotel to a ward building.The viscous damping energy dissipation technology was used to reinforce the structure,and the seismic reinforcement performance target of the structure was determined to be performance 1.The nonlinear time history analysis of the reinforced structure under the action of frequent earthquake,fortification earthquake and rare earthquake was carried out.The improvement of seismic performance indexes such as energy dissipation capacity,deformation capacity and damage yield mechanism of the reinforced structure was mainly analyzed.The analysis results show that the seismic indexes of the structure under the action of frequent earthquake,fortification earthquake and rare earthquake all meet the requirements of the predetermined performance target,and the viscous damper has good energy dissipation capacity.The structure has a reasonable yield mechanism under rare earthquake,and the structural damage is slight.

seismic reinforcementenergy dissipationstructural damageviscous damper

钱礼平、王红松、胡大柱、马良浮

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安徽省建筑科学研究设计院,合肥 230088

上海应用技术大学城市建设与安全工程学院,上海 201418

安徽建工集团股份有限公司,合肥 230031

抗震加固 消能减震 结构损伤 黏滞阻尼器

2024

建筑结构
中国建筑设计研究院 亚太建设科技信息研究院 中国土木工程学会

建筑结构

CSTPCD北大核心
影响因子:0.723
ISSN:1002-848X
年,卷(期):2024.54(11)