Research on construction method and model test of rigid bracing dome - 文章详情页

作者：

Xue, S. (Xue, S..) | Gao, Z. (Gao, Z..) | Zhang, C. (Zhang, C..) (学者：张弛) | Wang, Q. (Wang, Q..) (学者：王群)

收录：

Scopus PKU CSCD

摘要：

According　to　the　structure　characteristics　of　rigid　bracing　dome,　the　node-by-node　assembling　and　integral　tension　method,　ground　assembly　and　overhead　tensile　construction　method　were　given,　the　two　kinds　of　construction　method　were　analyzed,　and　the　construction　method　was　determined.　The　construction　forming　of　structure　was　analyzed　by　FEDR　algorithm.　Experimental　model　of　rigid　bracing　dome　was　designed　with　a　diameter　of　6　m.Test　model　was　constructed　by　the　first　construction　method.　The　experimental　results　and　theoretical　analysis　results　were　analyzed.　The　key　problemes　were　analyzed　during　the　test　and　the　solutions　were　given.　The　results　show　that　when　the　center　site　assembling　gradually　stretching　lifting　construction　method　is　used　in　test,　the　experimental　results　and　theoretical　analysis　results　are　basically　accordant.　©　2016,　Central　South　University　of　Technology.　All　right　reserved.

关键词：

FEDR algorithm; Model experiment; Rigid bracing dome; The node-by-node assembling and integral tension method

作者机构：

[ 1 ] [Xue, S.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
[ 2 ] [Gao, Z.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
[ 3 ] [Gao, Z.]Department of Civil Engineering, Tsinghua University, Beijing, 100084, China
[ 4 ] [Zhang, C.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
[ 5 ] [Wang, Q.]College of Technology, Agricultural University of Hebei, Baoding, 071071, China

通讯作者信息：

[Gao, Z.]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of TechnologyChina

电子邮件地址：

haifenglingyong@sina.com

查看成果更多字段

成果类型
所属机构

所有年份指定年份从至