中日抗震规范“板式公寓”设计对比
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张林振,彭明英,蒋航军,郁银泉(中国建筑标准设计研究院,北京 100048)[摘要] 针对“板式公寓”特殊结构体系的周期、剪重比和层间位移角等指标与日本规范进行了对比分析,在验证中日模型基本一致的基础上,通过推覆分析,进一步讨论横向剪力墙对纵向框架“保有耐力”的贡献。同时按照中国规范对结构进行配筋设计,并与日本规范设计结果进行对比,其结果在一定程度上反映了中日两国抗震规范的差异。[关键词] 板式公寓;推覆分析;保有耐力;中日抗震规范中图分类号:TU313 文献标识码:A 文章编号:1002-848X(2012)12-0059-05Comparison between Chinese and Japanese seismic codes on the plate residence designZhang Linzhen, Peng Mingying, Jiang Hangjun, Yu Yinquan(China Institute of Building Standard Design & Research, Beijing 100048, China)Abstract: The anti-seismic design parameters of plate residence structure system such as period,shear-weight ratio and inter-story drift ratio were compared between Chinese and Japanese codes. Based on the consistency of Chinese and Japanese models, the contribution of transverse shear wall on the longitudinal frame’s maintain endurance was discussed through Pushover analysis. The reinforcement designed according to Chinese and Japanese codes was compared, and the difference between Chinese and Japanese anti-seismic codes is reflected in some degree.Keywords: plate residence; Pushover analysis; maintain endurance; Chinese and Japanese anti-seismic codes作者简介:张林振,硕士,一级注册结构工程师,Email:281161992@qq.com.参考文献[1] GB 50010-2002 混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.[2] 孙玉平,赵世春,叶列平.中日钢筋混凝土结构抗震设计方法比较[J].建筑结构,2011,41(5):13-19.[3] GB 50011-2010 建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.[4] 王铁成,康谷贻.日本抗震指南钢筋混凝土构件抗剪强度的计算模型[J].建筑结构,2000,30(10): 31-33.