装配式楼盖平面内受力性能研究综述
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摘要
楼盖是装配式建筑结构中的重要组成部分,装配式楼盖平面内受力性能的研究对结构的整体分析具有重要的意义。本文对国内外现有的对装配式楼盖平面内受力性能的研究进行了介绍,分析了它们的特点和共性,阐述了现阶段不同材料的装配式楼盖平面内受力性能研究,探讨了有待继续研究的关键问题和发展方向,为装配式楼盖的研究与应用提供参考。
Floor system is an important part of assembled building structure system.The study of the mechanical properties of floor system in plane is of great significance to the overall analysis of the structure.In this paper,the existing research on in-plane mechanical properties of assembled floors at home and abroad is introduced,their characteristics and commonalities are analyzed,the research on in-plane mechanical properties of assembled floors with different materials at present stage is expounded,and the key problems and development directions to be further studied are discussed,which can provide reference for the research and application of assembled floor.
Floor system is an important part of assembled building structure system.The study of the mechanical properties of floor system in plane is of great significance to the overall analysis of the structure.In this paper,the existing research on in-plane mechanical properties of assembled floors at home and abroad is introduced,their characteristics and commonalities are analyzed,the research on in-plane mechanical properties of assembled floors with different materials at present stage is expounded,and the key problems and development directions to be further studied are discussed,which can provide reference for the research and application of assembled floor.
引文
[1]张再华.新型装配式组合楼盖体系平面内变形与刚性性能的试验研究与分析[D].长沙:湖南大学,2017.
[2]包世华.新编高层建筑结构[M].北京:中国水利水电出版社,2013.
[3]Moon,S.,Lee,D.Effects of inplane floor slab flexibility on the seismic behaviour of building structures[J].Engineering Structures,1994,16(2):129-144.
[4]李硕,何敏娟.轻型木楼盖抗水平力研究进展[J].结构工程师,2010,26(3):130-133.
[5]Sebastian Fuentes.Experimental study of the in-plan stiffness of timber floor diaphragms[J].European Journal of Environmental and Civil Engineering,2014,18(10):1106-1117.
[6]Polensek A.Damping Capacity of a nailed wood-joistfloor[J].Wood Science and Technology,1979.
[7]Jewell R B.The static and dynamic experimentalanalysis of wooden diaphragms[R].1981.
[8]GangaRao HV S,Luttrell L D.Preliminaryinvestigations into the response of timber diaphragms[R].1980.
[9]Tissel J.R,J.R Elliott.Plywood diaphragms[R].1997.
[10]Filiatrault A,Fischer D,Folz B,et al.Experimentalparametric study on in-plane stiffness of wooddiaphragms[Z].2002.
[11]Van De Kuilen JWG,Ceccotti A,Xia Z,He M.Very Tall Wooden Buildings with Cross Laminated Timber[J].Procedia Eng,2011,14:1621-1628.
[12]Andrea Frangi,Mario Fontana.Innovative composite slab system with integrated installation floor[J].Structural Engineering International,2009,19(4):404-409.
[13]彭桂平,马军,赵才其.大跨度钢桁架-混凝土组合楼盖整体模型试验研究[J].建筑结构,2012,42(7):60-63.
[14]金凌如,杨景,王新堂.薄壁钢桁架-轻骨料混凝土组合楼板受力性能试验研究[J].建筑结构学报,2016,37(S1):277-284.
[15]杨勇,聂建国,杨文平,等.闭口型压型钢板轻骨料混凝土组合板受力性能及动力特性试验研究[J].建筑结构学报,2008,29(6):49-55.
[16]舒兴平,张再华,贺冉,等.全装配式桁架梁组合楼盖平面内刚性性能试验研究[J].建筑结构学报,2017,38(8):93-104.
[17]张再华,舒兴平,贺冉,等.全装配式桁架梁组合楼盖平面内刚性性能分析及评估[J].建筑结构学报,2017,38(8):105-112.
[2]包世华.新编高层建筑结构[M].北京:中国水利水电出版社,2013.
[3]Moon,S.,Lee,D.Effects of inplane floor slab flexibility on the seismic behaviour of building structures[J].Engineering Structures,1994,16(2):129-144.
[4]李硕,何敏娟.轻型木楼盖抗水平力研究进展[J].结构工程师,2010,26(3):130-133.
[5]Sebastian Fuentes.Experimental study of the in-plan stiffness of timber floor diaphragms[J].European Journal of Environmental and Civil Engineering,2014,18(10):1106-1117.
[6]Polensek A.Damping Capacity of a nailed wood-joistfloor[J].Wood Science and Technology,1979.
[7]Jewell R B.The static and dynamic experimentalanalysis of wooden diaphragms[R].1981.
[8]GangaRao HV S,Luttrell L D.Preliminaryinvestigations into the response of timber diaphragms[R].1980.
[9]Tissel J.R,J.R Elliott.Plywood diaphragms[R].1997.
[10]Filiatrault A,Fischer D,Folz B,et al.Experimentalparametric study on in-plane stiffness of wooddiaphragms[Z].2002.
[11]Van De Kuilen JWG,Ceccotti A,Xia Z,He M.Very Tall Wooden Buildings with Cross Laminated Timber[J].Procedia Eng,2011,14:1621-1628.
[12]Andrea Frangi,Mario Fontana.Innovative composite slab system with integrated installation floor[J].Structural Engineering International,2009,19(4):404-409.
[13]彭桂平,马军,赵才其.大跨度钢桁架-混凝土组合楼盖整体模型试验研究[J].建筑结构,2012,42(7):60-63.
[14]金凌如,杨景,王新堂.薄壁钢桁架-轻骨料混凝土组合楼板受力性能试验研究[J].建筑结构学报,2016,37(S1):277-284.
[15]杨勇,聂建国,杨文平,等.闭口型压型钢板轻骨料混凝土组合板受力性能及动力特性试验研究[J].建筑结构学报,2008,29(6):49-55.
[16]舒兴平,张再华,贺冉,等.全装配式桁架梁组合楼盖平面内刚性性能试验研究[J].建筑结构学报,2017,38(8):93-104.
[17]张再华,舒兴平,贺冉,等.全装配式桁架梁组合楼盖平面内刚性性能分析及评估[J].建筑结构学报,2017,38(8):105-112.