- 摘 要
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房 亮,康 慨
(現(xiàn)代設(shè)計(jì)集團(tuán)上海建筑設(shè)計(jì)研究院有限公司,上海200041)[摘要] 采取增設(shè)消能支撐的方案對(duì)按“74”規(guī)范設(shè)計(jì)的上海某板柱結(jié)構(gòu)體系的房屋進(jìn)行抗震加固,就此進(jìn)行了概括的介紹。設(shè)計(jì)時(shí)分別采取三條地震波輸入,計(jì)算在常遇地震和罕遇地震下結(jié)構(gòu)的動(dòng)力時(shí)程反應(yīng);并對(duì)支撐處的柱、節(jié)點(diǎn)進(jìn)提出加崮設(shè)計(jì)方案。結(jié)果表明采用消能支撐抗震加固技術(shù)可以取得良好的加固效果。
[關(guān)鍵詞] 板柱結(jié)構(gòu);消能支撐;抗震加固Analysis and design of seismic strengthening of a slab-column structure in Shanghai with energy dissipation brace
Fang Liang, Kang Kai
( Xiandai Design Group Shanghai Institute of Architectural Design&Research Co., Ltd., Shanghai 200041, China)Abstract: A seismic strengthening method with energy dissipation brace of an existing slab-column structure in Shanghai designed according to the 74 Chinese code was introduced. Seismic response time-history analyses of the slab-column structure with energy dissipation brace were performed for 3 different earthquake time-history inputs, according to common and rare earthquake levels. And the seismic strengthening methods of columns and joints connecting the brace were presented. The results show the seismic strengthening measure with energy dissipation brace is effective.
Keywords: slab-column structure; energy dissipation brace; seisnuc strengthening
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