双层钢板-内填混凝土组合剪力墙整体稳定性分析
引用文献：
孙翔 裴笑莹 杨雨青 王喆 牟在根. 双层钢板-内填混凝土组合剪力墙整体稳定性分析[J]. 建筑结构，2023，48（10）：40-46.
SUN Xiang PEI Xiaoying YANG Yuqing WANG Zhe MU Zaigen. Overall stability analysis of composite shear wall with double steel plate-infilled concrete[J]. Building Structure，2023,48（10）：40-46.
摘要：考虑几何初始缺陷和材料非线性，对带钢管混凝土端柱的双层钢板-内填混凝土组合剪力墙进行有限元弹塑性整体稳定性分析，研究高度、宽度、厚度、钢板与钢管厚度、混凝土强度和钢材强度等参数对墙体整体稳定性能的影响。通过有限元分析，得到极限稳定承载力、荷载-位移曲线和与组合剪力墙发生失稳时的应力云图。采用三项式和《钢结构设计标准》(GB 50017—2017)的整体稳定系数公式进行分段拟合，拟合出整体稳定系数计算公式。最后提出轴压作用下的组合剪力墙的极限稳定承载力公式。结果表明：拟合公式计算的整体稳定系数略低于有限元模拟结果，说明本文提出的整体稳定系数计算公式较为安全合理。
关键词：双层钢板-内填混凝土组合剪力墙；极限稳定承载力；整体稳定；设计方法；
基金：国家自然科学基金资助项目(51578064)；北京市自然科学基金项目(8172031)。
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参考文献[1] 丁朝辉，江欢成，曾菁，等.双钢板-混凝土组合墙的大胆尝试——盐城电视塔结构设计[J].建筑结构，2011,41(12):87-91.
[2] 陈锦石，张军.盐城广播电视塔双钢板组合剪力墙结构施工技术[J].施工技术，2011,40(15):17-20.
[3] 刘鹏，何伟明，郭家耀，等.中国国际贸易中心三期A主塔楼结构设计[J].建筑结构学报，2009,30(S1):8-13.
[4] 何伟明，刘鹏，殷超，等.北京财富中心二期办公楼超高层结构体系设计研究[J].建筑结构，2009,39(11):1-8.
[5] LINK R A,ELWI A E.Composite concrete-steel plate walls:analysis and behavior[J].Journal of Structural Engineering,1995,121(2):260-271.
[6] EOM T S,PARK H G,LEE C H,et al.Behavior of double skin composite wall subjected to in-plane cyclic loading[J].Journal of Structural Engineering,2009,135(10):1239-1249.
[7] ASTANEH-ASL A,ZHAO Q.Cyclic behavior of traditional and innovative composite shear walls[J].Journal of Structural Engineering,2004,130(2):271-284.
[8] EMORI K.Compressive and shear strength of concrete filled steel box wall[J].Steel Structures,2002,26 (2):29-40.
[9] 纪晓东，蒋飞明，钱稼茹，等.钢管-双层钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报，2013,34(6):75-83.
[10] 聂建国，卜凡民，樊健生.高轴压比、低剪跨比双钢板-混凝土组合剪力墙拟静力试验研究[J].工程力学，2013,30(6):60-66,76.
[11] NIE J G,HU H S,FAN J S,et al.Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls[J].Journal of Constructional Steel Research,2013,15(3):206-219.
[12] 郝婷玥，曹万林.双钢板混凝土组合剪力墙轴压承载力研究[J].工程科学学报，2017,39(11):1765-1773.
[13] 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[J].土木工程学报，2016,49(1):62-68.
[14] 李宇，胡红松，方膨膨，等.双钢板-混凝土组合剪力墙中钢板局部稳定性能有限元分析[J].建筑结构学报，2017,38(S1):112-117.
[15] 何云飞，舒赣平，周观根，等.桁架式多腔体钢板组合剪力墙轴压稳定性能研究[J].工业建筑，2020,50(3):8-12.
[16] 陈越时，张晓勇，马昕煦，等.钢管混凝土短肢组合剪力墙轴压整体稳定承载力设计方法研究[J].建筑结构，2020,50(S1):721-725.
[17] GUO Y L,ZHU J S,WANG M Z,et al.Overall instability performance of concrete-infilled double steel corrugated plate wall[J].Thin-Walled Structures,2018,130:372-394.
[18] 混凝土结构设计规范：GB 50010—2010[S].2015年版.北京：中国建筑工业出版社，2015.
[19] QIN Y,SHU G P,ZHOU G G,et al.Truss spacing on innovative composite walls under compression[J].Journal of Constructional Steel Research,2019,160:1-15.
[2] 陈锦石，张军.盐城广播电视塔双钢板组合剪力墙结构施工技术[J].施工技术，2011,40(15):17-20.
[3] 刘鹏，何伟明，郭家耀，等.中国国际贸易中心三期A主塔楼结构设计[J].建筑结构学报，2009,30(S1):8-13.
[4] 何伟明，刘鹏，殷超，等.北京财富中心二期办公楼超高层结构体系设计研究[J].建筑结构，2009,39(11):1-8.
[5] LINK R A,ELWI A E.Composite concrete-steel plate walls:analysis and behavior[J].Journal of Structural Engineering,1995,121(2):260-271.
[6] EOM T S,PARK H G,LEE C H,et al.Behavior of double skin composite wall subjected to in-plane cyclic loading[J].Journal of Structural Engineering,2009,135(10):1239-1249.
[7] ASTANEH-ASL A,ZHAO Q.Cyclic behavior of traditional and innovative composite shear walls[J].Journal of Structural Engineering,2004,130(2):271-284.
[8] EMORI K.Compressive and shear strength of concrete filled steel box wall[J].Steel Structures,2002,26 (2):29-40.
[9] 纪晓东，蒋飞明，钱稼茹，等.钢管-双层钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报，2013,34(6):75-83.
[10] 聂建国，卜凡民，樊健生.高轴压比、低剪跨比双钢板-混凝土组合剪力墙拟静力试验研究[J].工程力学，2013,30(6):60-66,76.
[11] NIE J G,HU H S,FAN J S,et al.Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls[J].Journal of Constructional Steel Research,2013,15(3):206-219.
[12] 郝婷玥，曹万林.双钢板混凝土组合剪力墙轴压承载力研究[J].工程科学学报，2017,39(11):1765-1773.
[13] 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[J].土木工程学报，2016,49(1):62-68.
[14] 李宇，胡红松，方膨膨，等.双钢板-混凝土组合剪力墙中钢板局部稳定性能有限元分析[J].建筑结构学报，2017,38(S1):112-117.
[15] 何云飞，舒赣平，周观根，等.桁架式多腔体钢板组合剪力墙轴压稳定性能研究[J].工业建筑，2020,50(3):8-12.
[16] 陈越时，张晓勇，马昕煦，等.钢管混凝土短肢组合剪力墙轴压整体稳定承载力设计方法研究[J].建筑结构，2020,50(S1):721-725.
[17] GUO Y L,ZHU J S,WANG M Z,et al.Overall instability performance of concrete-infilled double steel corrugated plate wall[J].Thin-Walled Structures,2018,130:372-394.
[18] 混凝土结构设计规范：GB 50010—2010[S].2015年版.北京：中国建筑工业出版社，2015.
[19] QIN Y,SHU G P,ZHOU G G,et al.Truss spacing on innovative composite walls under compression[J].Journal of Constructional Steel Research,2019,160:1-15.
Overall stability analysis of composite shear wall with double steel plate-infilled concrete
Abstract: Considering geometric initial defects and material nonlinearity, finite element elastic-plastic overall stability analysis of composite shear wall with double steel plate-infilled concrete with concrete-filled steel tubular columns was conducted. The effects of height, width, thickness, steel plate and steel tube thickness, concrete strength and steel strength on the overall stability of composite shear wall were studied. Through the finite element analysis, the ultimate stable bearing capacity, load-displacement curve and stress nephogram when the composite shear wall is unstable were obtained. Trinomial and overall stability coefficient formula of Standard for design of steel structures(GB 50017—2017) were used for segmental fitting, and the formula for calculating overall stability coefficient was fitted. Finally, the ultimate stable bearing capacity formula of composite shear wall under axial compression was proposed. The result shows that overall stability coefficient calculated by the proposed formula is slightly lower than the finite element calculation result, which indicates that the overall stability coefficient formula is more conservative and reasonable.
Keywords: composite shear wall with double steel plate-infilled concrete; ultimate stable bearing capacity; overall stability; design method
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