中日抗震規(guī)范“板式公寓”設(shè)計對比
張林振，彭明英，蔣航軍，郁銀泉
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張林振，彭明英，蔣航軍，郁銀泉（中國建筑標(biāo)準(zhǔn)設(shè)計研究院，北京 100048）[摘要] 針對“板式公寓”特殊結(jié)構(gòu)體系的周期、剪重比和層間位移角等指標(biāo)與日本規(guī)范進(jìn)行了對比分析，在驗證中日模型基本一致的基礎(chǔ)上，通過推覆分析，進(jìn)一步討論橫向剪力墻對縱向框架“保有耐力”的貢獻(xiàn)。同時按照中國規(guī)范對結(jié)構(gòu)進(jìn)行配筋設(shè)計，并與日本規(guī)范設(shè)計結(jié)果進(jìn)行對比，其結(jié)果在一定程度上反映了中日兩國抗震規(guī)范的差異。[關(guān)鍵詞] 板式公寓；推覆分析；保有耐力；中日抗震規(guī)范中圖分類號：TU313 文獻(xiàn)標(biāo)識碼：A 文章編號：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作者簡介：張林振，碩士，一級注冊結(jié)構(gòu)工程師，Email：281161992@qq.com.參考文獻(xiàn)［1］ GB 50010-2002 混凝土結(jié)構(gòu)設(shè)計規(guī)范［S］．北京:中國建筑工業(yè)出版社，2002．［2］ 孫玉平，趙世春，葉列平.中日鋼筋混凝土結(jié)構(gòu)抗震設(shè)計方法比較［J］．建筑結(jié)構(gòu)，2011，41(5):13-19．［3］ GB 50011-2010 建筑抗震設(shè)計規(guī)范［S］．北京:中國建筑工業(yè)出版社，2010.［4］ 王鐵成，康谷貽.日本抗震指南鋼筋混凝土構(gòu)件抗剪強(qiáng)度的計算模型［J］．建筑結(jié)構(gòu)，2000，30(10): 31-33．
