- 摘 要
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趙寶成1，顧 強1，申 林2，何若全1，胡天兵2
（1 江蘇省結構工程重點實驗室，蘇州科技學院，蘇州215011； 2 中國建筑標準設計研究院，北京100044）[摘要] 介紹了1個3層1／3縮尺的鋼管混凝土柱交錯桁架結構水平加載試驗，并應用ANSYS參數化程序設計語言APDL編制了鋼管混凝土柱交錯桁架結構非線性分析的命令流。有限元模擬與試驗結果吻合較好，驗證了有限元模型以及編制APDL命令流的正確性。應用編制的命令流，分析了柱的截面形式、桁架的剛度、高跨比、桁架的形式、荷載偏心等因素對鋼管混凝土柱交錯桁架結構性能的影響。
[關鍵詞] 鋼管混凝土柱；交錯桁架；有限元分析; 試驗Test and FEA of concrete-filled tubular steel column-staggered truss structure
Zhao Baocheng1, Gu Qiang1, Shen Lin2, He Ruoquan1, Hu Tianbing2
(1 Jiangsu Key Laboratory of Structure Engneering, University of Science and Technology of Suzhou, Suzbou 215011 ,China; 2 China Institute of Building Standard Design & Research, Beijing 100044, China)
Abstract: A 3 stories and l/3 reduced scale concrete-filled tubular steel column-staggered truss structure model was tested under lateral load. A command stream of finite element analysis for the model is edited with the ANSYS Parametric Design Language APDL and the calculated results are much coincided with those of the test. Model of finite element and command stream are corret. The command stream was used to analyze the behaviors of concrete-filled tubular steel column-staggered truss structures with the different shape section of column, stiffness of truss, high-to-span ratio, type of truss and eccentric load.
Keywords: concrete-filled tubular steel column; staggered truss structure; finite element analysis; test
