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[11]Chen J.Steel Structure Stability Theory and Design.6th Ed.Bei- Beijing:China Architecture Building Press,2004 jing:Science Press,2014 (中华人民共和国住房和城乡建设部.CECS159一2004矩形 (陈骥.钢结构稳定理论与设计.6版.北京：科学出版社， 钢管混凝土结构技术规程.北京：中国建筑工业出版社， 2014) 2004) [12]Cai J,Long Y L.Axial bearing capacity of square and rectangu- 21]Wright H D.Local stability of filled and encased steel sections.J lar CFT stub columns with binding bars.J Build Struc,2009,30 Struct Eng,1995,121(10）:1382 (1):7 2]Yang Y L,Wang YY,Fu F.Effect of reinforcement stiffeners (蔡健，龙跃凌.带约束拉杆方形、矩形钢管混凝土短柱的轴 on square concrete-filled steel tubular columns subjected to axial 压承载力.建筑结构学报，2009,30(1)：7) compressive load.Thin-Walled Struct,2014,82:132郝婷玥等: 双钢板混凝土组合剪力墙轴压承载力研究 参 考 文 献 ［1］ Fang X D，Jiang B，Wei H，et al． Axial compressive test and study on steel tube confined high strength concrete shear wall． J Build Struc，2013，34( 3) : 100 ( 方小丹，蒋标，韦宏，等． 钢管高强混凝土剪力墙轴心受压 试验研究． 建筑结构学报，2013，34( 3) : 100) ［2］ Yan J B，Liu X M，Liew J Y Ｒ，et al． Steel--concrete--steel sand￾wich system in Arctic offshore structure: materials，experiments， and design． Mater Des，2016，91: 111 ［3］ Wright H D，Gallocher S C． The behavior of composite walling under construction and service loading． J Construction Steel Ｒes， 1995，35( 3) : 257 ［4］ Wright H． The axial load behaviour of composite walling． J Con￾struction Steel Ｒes，1998，45( 3) : 353 ［5］ Mydin M A O，Wang Y C． Structural performance of lightweight steel-foamed concrete--steel composite walling system under com￾pression． Thin-Walled Struct，2011，49( 1) : 66 ［6］ Uy B，Bradford M A． Elastic local buckling of steel plates in com￾posite steel-concrete members． Eng Struct，1996，18( 3) : 193 ［7］ Liang Q Q，Uy B． Theoretical study on the post-local buckling of steel plates in concrete-filled box columns． Comput Struct，2000， 75( 5) : 479 ［8］ Huang Z Y，Liew J Y Ｒ． Compressive resistance of steel-concrete￾steel sandwich composite walls with J-hook connectors． J Construc￾tional Steel Ｒes，2016，124: 142 ［9］ Zhang Y J，Li X J，He Q M，et al． Experimental study on local stability of composite walls with steel plates and filled concrete un￾der concentric loads． China Civ Eng J，2016，49( 1) : 62 ( 张有佳，李小军，贺秋梅，等． 钢板混凝土组合墙体局部稳 定性轴压试验研究． 土木工程学报，2016，49( 1) : 62) ［10］ Liu H L． Study on Seismic Behavior of Composite Shear Wall with Double Steel Plates and Infill Concrete with Binding Bars［Disser￾tation］． Guangzhou: South China University of Technology， 2013 ( 刘鸿亮． 带约束拉杆双层钢板内填混凝土组合剪力墙抗震 性能研究［学位论文］． 广州: 华南理工大学，2013) ［11］ Chen J． Steel Structure Stability Theory and Design． 6th Ed． Bei￾jing: Science Press，2014 ( 陈骥． 钢结构稳定理论与设计． 6 版． 北京: 科学出版社， 2014) ［12］ Cai J，Long Y L． Axial bearing capacity of square and rectangu￾lar CFT stub columns with binding bars． J Build Struc，2009，30 ( 1) : 7 ( 蔡健，龙跃凌． 带约束拉杆方形、矩形钢管混凝土短柱的轴 压承载力． 建筑结构学报，2009，30( 1) : 7) ［13］ Guo Z H，Shi X D． Ｒeinforced Concrete Theory and Analyse． Beijing: Tsinghua University Press，2003 ( 过镇海，时旭东． 钢筋混凝土原理和分析． 北京: 清华大学 出版社，2003) ［14］ Mander J B，Priestley M J N，Park Ｒ． Theoretical stress-strain model for confined concrete． J Struct Eng，1998，114( 8) : 1804 ［15］ Han L H． Concrete Filled Steel Tube Structure-Theory and Prac￾tice． 2nd Ed． Beijing: Science Press，2007 ( 韩林海． 钢管混凝土结构—理论与实践． 2 版． 北京: 科学 出版社，2007) ［16］ Ministry of Housing and Urban-Ｒural Development，People’s Ｒepublic of China． GB50936—2014 Technical Code for Concrete Filled Steel Tubular Structures． Beijing: China Architecture ＆ Building Press，2014 ( 中华人民共和国住房和城乡建设部． GB50936—2014 钢管 混凝土结构技术规范． 北京: 中国建筑工业出版社，2014) ［17］ State Economic and Trade Commission of the People's Ｒepublic of China． DL /T5085—1999 Code for Design of Steel-Concrete Com￾posite Structure． Beijing: China Power Industry Press，1999 ( 中华人民共和国国家经济贸易委员会． DL /T5085—1999 钢--混凝土组合结构设计规程． 北 京: 中国电力出版社， 1999) ［18］ The General Logistics Department of PLA． GJB4142—2000 Technical Specifications for Early-- Strength Model Composite Structure Used for Navy Port Emergency Ｒepair in Wartime． Bei￾jing: The General Logistics Department of PLA，2001 ( 中国人民解放军总后勤部． GJB4142—2000 战时军港抢修 早强型组合结构技术规程． 北京: 中国人民解放军总后勤 部，2001) ［19］ The Standards Policy and Strategy Committee． BS EN 1994--1-- 1: 2004 Eurocode 4: Design of Composite Steel and Concrete Structures: Part 1--1: General Ｒules and Ｒules for Buildings． London: British Standards Institution，2004 ［20］ Ministry of Housing and Urban-Ｒural Development，People’s Ｒepublic of China． CECS159—2004 Technical Specification for Structures with Concrete-Filled Ｒectangular Steel Tube Members． Beijing: China Architecture ＆ Building Press，2004 ( 中华人民共和国住房和城乡建设部． CECS159—2004 矩形 钢管混凝土结构技术规程． 北京: 中国建筑工业出版社， 2004) ［21］ Wright H D． Local stability of filled and encased steel sections． J Struct Eng，1995，121( 10) : 1382 ［22］ Yang Y L，Wang Y Y，Fu F． Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load． Thin-Walled Struct，2014，82: 132 · 3771 ·