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（上海紫寶住宅工業(yè)有限公司， 上海 200041）

［摘要］針對(duì)上海曹路B13-04地塊和B13B-14地塊裝配式結(jié)構(gòu)住宅項(xiàng)目雙面疊合剪力墻結(jié)構(gòu)體系的超限高層抗震設(shè)計(jì)問(wèn)題，以其中1號(hào)樓為例，采用MIDAS和YJK進(jìn)行常遇地震彈性對(duì)比分析，采用PKPM進(jìn)行罕遇地震靜力彈塑性分析，對(duì)疊合剪力墻水平拼縫的連接進(jìn)行針對(duì)性設(shè)計(jì)，并提出相應(yīng)的加強(qiáng)措施，保證結(jié)構(gòu)的安全性。

［關(guān)鍵詞］裝配式結(jié)構(gòu)； 雙面疊合剪力墻； 彈塑性分析； 水平拼縫連接

中圖分類號(hào)：TU398文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2018)07-0014-05

Seismic design of a double sided laminated shear wall  structure beyond code limits in Shanghai

Luo Pinghang, Yun Yanchun, Ding Hong

(Shanghai Zibao Residential Industry Co.,  Ltd.,  Shanghai 200041, China)

Abstract:Aimed at the over-limit high-rise seismic design problem of double sided laminated shear wall structure system in Cao-Lu B13-04 block and B13B-14 block prefabricated residential building project in Shanghai, the No.1 building was taken for the example and was carried out comparative analysis by YJK and MIDAS, static elasto-plastic analysis under rarely occurred earthquake by PKPM. The connection specific design of horizontal patchwork of superimposed shear walls was given, and  specific measures were  pointed out to strengthen the structural safety.

Keywords:precast concrete structure; double sided laminated shear wall; elasto-plastic analysis; horizontal patchwork connection

作者簡(jiǎn)介：羅平航，碩士，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email:67022535@qq.com。