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作 者:李龙飞[1] LI Long-fei(Sinomach TDI International Engineering Co.Ltd.,Beijing 100083,China)
出 处:《工程建设与设计》2025年第7期27-30,共4页Construction & Design for Engineering
摘 要:针对体育馆建筑结构超限问题,论文结合实际项目阐述设计过程中对主要结构构件设置合理的抗震性能化目标,采取相应的抗震措施,并通过对结构进行多遇地震、设防地震、罕遇地震作用下的抗震验算,验证主要结构构件在地震作用下的抗震性能,实现了结构的性能化设计。In response to the problem of exceeding the limit of gymnasium building structures,this paper combined with the actual project to explain reasonable seismic performance goals should be set for the main structural components during the design process,corresponding seismic measures should be taken,and seismic verification should be carried out for the structure under multiple earthquakes,seismic fortification,and rare earthquakes to verify the seismic performance of the main structural components under earthquake action and achieve performance-based design of the structure.
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