建筑结构学报2025，Vol.46Issue(9)：1-12,12.DOI:10.14006/j.jzjgxb.2024.0503
中日两国建筑抗震设计规范对比及其在大阪世博会中国馆的应用研究
Comparative study of seismic design codes in China and Japan and application in the China Pavilion at Expo Osaka
摘要
Abstract
To investigate the differences of the seismic design codes for steel structures in China and Japan,this study systematically reviews their seismic fortification objectives,design methods,and seismic action calculations,using the China Pavilion at the Osaka Expo as a case study.Designs of the China Pavilion were carried out according to the seismic parameters specified in the codes of both countries,analyzing the overall seismic performance indicators,member dimensions,and material usage under each code.Collapse fragility analyses were conducted using 11 seismic waves from the Chinese code and 7 from the Japanese code as input sets.The results indicate that Japan's first and second seismic design levels correspond to China's seismic design requirements for moderate-to-high-intensity regions under frequent and rare earthquakes.For short-period structures,the seismic actions prescribed by the Japanese code are greater in low-intensity areas,whereas those prescribed by the Chinese code are greater in high-intensity areas.For long-period structures,the Chinese code specifies lower seismic actions in low-intensity areas,with both codes prescribing similar actions in high-intensity areas.Under the same project,the member sizes and steel quantities designed according to the Japanese code are larger than those designed according to the Chinese code.For the same seismic intensity,the seismic waves selected by the Japanese code induce greater structural responses.Structures designed by the Japanese code demonstrate higher seismic performance redundancy and collapse resistance under rare and very rare earthquake conditions.关键词
抗震规范对比/钢结构/抗震性能/动力弹塑性分析/抗倒塌分析Key words
comparison of seismic codes/steel structure/seismic performance/dynamic elastic-plastic analysis/anti-collapse analysis分类
建筑与水利引用本文复制引用
孙建超,徐聪,李寅斌,李建辉,邹焕苗..中日两国建筑抗震设计规范对比及其在大阪世博会中国馆的应用研究[J].建筑结构学报,2025,46(9):1-12,12.基金项目
中国建筑科学研究院有限公司建筑设计院科研基金项目(20230118281390028). （20230118281390028）
