- 摘 要
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徐文希， 仇志斌， 翟永偉
（蘇州市建筑設(shè)計研究院有限責(zé)任公司，蘇州 215021）[摘要] 介紹了無錫尚能太陽能研發(fā)樓8層鋼結(jié)構(gòu)構(gòu)成及結(jié)構(gòu)分析，針對上部3層采用的懸掛柱懸掛體系及節(jié)點(diǎn)形式，進(jìn)行節(jié)點(diǎn)分析及試驗，提供類似項目設(shè)計施工優(yōu)化建議。
[關(guān)鍵詞] 方管桁架結(jié)構(gòu)；懸掛柱節(jié)點(diǎn)分析；屈服荷載；開裂荷載；極限荷載；塑性破壞
中圖分類號：TU391 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2012) Sl-0690-06Steel structure design and hanging column joint experimental analysis of Suntech Solar Energy Research Building
Xu Wenxi, Qiu Zhibin, Zhai Yongwei
( Suzhou Institute of Architectural Design Co., Ltd., Suzhou 215021, China)Abstract: The design and analysis of a 8-storey steel structure is summarized. Hanging column system applied in the top 3 stories of this building was introduced. The experimental analysis of a special designed hanging column joint was reported followed by some optimization for reference in the design and construction of similar project.
Keywords: box truss structure; hanging column joint analysis; yield load; cracking load; ultimate load; plastic failure
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