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??谀吵薷邔幼≌Y(jié)構(gòu)設(shè)計(jì)
李鵬,劉征,文善平
摘 要

(大連萬達(dá)商業(yè)地產(chǎn)股份有限公司設(shè)計(jì)中心, 北京 100022)

[摘要]通過海口某B級高度剪力墻結(jié)構(gòu)超限高層住宅項(xiàng)目的抗震設(shè)計(jì),重點(diǎn)介紹項(xiàng)目基于性能的抗震設(shè)計(jì)目標(biāo)及實(shí)現(xiàn),整體結(jié)構(gòu)采用彈性分析進(jìn)行設(shè)計(jì),并通過動力彈塑性時(shí)程分析進(jìn)行復(fù)核。結(jié)果表明結(jié)構(gòu)體系是安全可行的,為此類結(jié)構(gòu)的設(shè)計(jì)和應(yīng)用提供參考。

[關(guān)鍵詞]抗震性能目標(biāo); SAUSAGE; 動力彈塑性

中圖分類號: TU318 文獻(xiàn)標(biāo)識碼: A文章編號:  1002-848X(2016)S1-0096-05

 

Structural design of a high-rise risidential building in Haikou

Li Peng, Liu Zheng, Wen Shanping

(Dalian Wanda Commercial Properties Co., Ltd., Design Center, Beijing 100022, China)

Abstract: The seismic design of a B degree shear wall risidensital high-rise building of Haikou was introduced. Seismic performance-based design of this transfinite building was mainly introduced. The global structure is designed as elastic in conventional earthquake and checked through time-history plastic and elastic analysis in rare occurrence earthquake. All the analysis results show that the structure is safe, and it can be taken as reference for similar structure design.

Keywords: seismic performance target; SAUSAGE; dynamic elastic-plastic

 

作者簡介: 李鵬,學(xué)士,一級注冊結(jié)構(gòu)工程師,Email:lipeng38@wanda.com.cn。

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