- 摘 要
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(深圳華森建筑與工程設(shè)計(jì)顧問(wèn)有限公司廣州分公司,廣州 510045)
[摘要] 考察在兩種最不利工況下,伸臂桁架與外框柱節(jié)點(diǎn)設(shè)計(jì)安全性;節(jié)點(diǎn)傳力是否合理;是否滿足強(qiáng)節(jié)點(diǎn)弱構(gòu)件的設(shè)計(jì)理念。有限元分析結(jié)果表明:伸臂桁架與外框柱節(jié)點(diǎn)設(shè)計(jì)滿足承載力和剛度要求,達(dá)到了規(guī)范的強(qiáng)節(jié)點(diǎn)弱構(gòu)件設(shè)計(jì)目標(biāo)要求。同時(shí)作者在現(xiàn)有分析結(jié)果的基礎(chǔ)上對(duì)原節(jié)點(diǎn)設(shè)計(jì)提出了優(yōu)化建議。
[關(guān)鍵詞]伸臂桁架;節(jié)點(diǎn)設(shè)計(jì);有限元分析;強(qiáng)節(jié)點(diǎn)弱構(gòu)件 ;優(yōu)化
中圖分類號(hào):TU391 文獻(xiàn)表識(shí)碼:A 文章編號(hào):14S1097
作者簡(jiǎn)介:陳進(jìn)旗,碩士,工程師,Email:jin_qi_chen@163.com。
Finite element analysis of outrigger and column’s joint
Chen Jinqi
(Huasen Architectural & Engineering Designing Consultant Ltd. , Guangzhou 510045, China)
Abstract: Under two most adverse conditions, the author examine outriggers and frame column’s joint design is safety or not; if joint power transmission is reasonable; if it meets the strong joint-weak component. Finite element analysis results show that: outrigger and frame column’s joint designing meets the capacity and stiffness requirements, meets strong joint-weak component. Also, the author gives optimization design of original design basis on the existing’s finite element analysis results.
Keywords: outrigger;joint design;finite element analysis;strong joint-weak component;optimization
參 考 文 獻(xiàn)
[1] GB 50011—2010建筑抗震設(shè)計(jì)規(guī)范 [S]. 北京:中國(guó)建筑工業(yè)出版社,2010.
[2] GB 50017—2003鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范 [S]. 北京:中國(guó)計(jì)劃出版社,2003.
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