高层建筑转换层结构的研究现状及发展方向
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摘要
较系统地阐述了高层建筑转换层结构常用形式,总结了梁式转换、桁架式转换及其他转换结构的研究现状,并探讨了转换结构的未来发展方向。
Some kinds of transfer structure often used in high building is expounded,some research results on transfer beam,transfer girder and transfer plate at present are also elaborated,the developing direction of transfer structure is discussed in this paper.
Some kinds of transfer structure often used in high building is expounded,some research results on transfer beam,transfer girder and transfer plate at present are also elaborated,the developing direction of transfer structure is discussed in this paper.
引文
[1]熊进刚,程文瀼,李爱群,吴晓莉.高层建筑转换层中混凝土连续短梁受力性能的试验研究[J].建筑技术,2001,32(5):314-315.XiONG Jin-gang,CHEN Wen-rang,LI Ai-qun,WU Xiao-li.Ex-perimental research on mechanics properties of continuous short concrete beam in transfer floor of high-rise building[J],Architec-ture Technology,2001,32(5):314-315.
[2]娄宇,丁大钧,魏琏.上部开洞剪力墙转换大梁结构的试验研究[J].东南大学学报,1996,26(6B):115-120.LOU Yu,DING Da-jun,WEI Lian.Experimental Research on Transfer Girder with Openings Shear Wall[J].Journal of Southeast University,1996,26(6B):115-120.
[3]赵兰子,张惠英,邱玥.开大洞转换结构的局部破坏分析[J].建筑结构学报,2001,22(5):43-47.ZHAO Nan-zhi,ZHANG Hui-ying,QIU Yue.Local failure analy-sis of transfer girder with large web openings[J].Journal of Build-ing Structures.2001,22(5):43-47.
[4]陈进,江世永,孙亮.单跨框支转换梁应力分布规律的有限元分析[J].四川建筑科学研究,2004,30(1):35-37.CHEN Jin,WANG Shi-yong,SUN Liang.Finite element analysis a-bout stress distribution of one-span transfer beam supported on R.C.frame[J].Building Science Research of Sichuan,2004,30(1):35-37.
[5]任卫教,沈斌.楼板位置对转换梁扭转效应的影晌[J].建筑科学,2002,18(3):3-5.REN Wei-jiao,SHEN Bing.Influence of slab position on the trans-fer beam torsion effect[J].Architecture Technology,2002,18(3):3-5.
[6]徐重人.偏心转换梁受力性能的有限元分析[J].建筑结构,2003,33(9):39-42.XU Zhong-ren.Finite Element Analysis for internal force of eccen-tric transfer beams[J].Building Structure,2003,33(9):39-42.
[7]张兰英,李艳娜,吴庆荪.带高位转换层的框支剪力墙结构弹塑性地震反应分析[J].工业建筑,2003,33(6):24-27.ZHANG Lan-ying,LI Yan-na,WU Qin-sun.Seismic response anal-ysis of frame-supported shear wall structure with high transfer sto-rey[J].Industrial Construction,2003,33(6):24-27.
[8]黄勤勇,吕西林.转换层上、下刚度比对框支剪力墙结构抗震性能的影响[J].结构工程师,2003,(1):17-23.HUANG Qin-yong,LU Xi-lin.The effect of ratio of stiffness on seismic behavior of shear wall structure with supporting frames[J].Structural Engineers,2003(1):17-23.
[9]王森,魏琏.不同高位转换层对高层建筑动力特性和地震作用影响的研究[J].建筑结构,2002,32(8):54-58.WANG Sen,WEI Lian.Study on Influence of the High Level of Transfer Floor on the Structural Behavior of High-rise Building[J].Building Structure,2002,32(8):54-58.
[10]徐培福,王军却,郝锐坤,肖从真.转换层设置高度对框支剪力墙结构抗震性能的影响[J].建筑结构,2000,30(1):37-43.XIU Pei-fu,WANG Jun-que,HE Rui-shen,XIAO Cong-zhen.The vertical position of transferring structure effect on seismic be-havior of shear wall structure with supporting frames[J].Building Structures,2000,30(1):37-43.
[11]耿娜娜,徐培福.带转换层筒体结构的刚度和剪力分布突变[J].建筑科学,2002,18(3):6-10.GENG Na-na,XU Pei-fu.Abrupt changes of the lateral stiffness and shear forces in tube structure with transfer story[J].Building Science,2002,18(3):6-10.
[12]娄宇,魏琏,丁大钧.梁式转换层设计中的一些问题的探讨[J].四川建筑科学研究,1996,(1):7-11.LOU Yu,WEI Lian,DING Da-jun.Discuss about some problems of transfer beam design[J].Bilding Sience Rsearch of Schuan,1996(1):7-11.
[13]魏琏,王森.转换梁上部墙体受力特点及设计计算方法的研究[J].建筑结构,2001,31(11):3-6.WEI Lian,WANG Shen.Research on the behavior of shear wall on transfer and design calculation about it[J].Building Structures,2001,31(11):3-6.
[14]KUANG J S,SHUBIN.LI.Interaction-based design tables for transfer beams supporting in-plane loaded shear wall[J].Struct.Design Tall Build.2001,(10):121-133.
[15]Lee H-S,KO D-W.Shaking table tests of a high-rise RC bearing-wall structure with bottom piloti stories[J].Journal of Architecture and Building Science,2002,117(1486):47-54.
[16]Hosoya H,Abe I,Kitagawa Y,Okada T.Shaking table test of three-dimensional scale models of reinforced concrete high-rise structures with wall columns[J].ACI structural journal,2006,92(6):765-780.
[17]Han-Seon Lee,Dong-Woo Ko.Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories[J].Engineering Structures,2007,10(1016):1-18.
[18]吴绮芸,王玉朋,李玉英,应高飞,黄晓军.框支正交主次梁转换层受力性能[J].建筑科学,1997,(5):12-17.WU Qi-yun,WANG Yu-peng,LI Yu-ying,WU Qi-yun,WANG Yu-peng,LI Yu-ying.The bearing behavior of transfer story of or-thogonal beams and secondary beams with framed pillars[J].Building Science,1997(5):12-17.
[19]唐兴荣,蒋永生,丁大钧.预应力混凝土桁架转换层结构的试验研究和设计建议[J].土木工程学报,2001,34(4):32-40.TANG Xing-rong,JIANG Yong-sheng,DING Da-jun.Experimental study on transfer story structure with prestressed concrete truss[J].China Civil Engineer Journal,2001,34(4):32-40.
[20]丁建南,冯佶,申道辉.带厚板转换结构的设计与分析[J].东南大学学报,1997,27(增):29-32.DING Jian-nan,FENG Ji,SHENG Dao-hui.Design and analysis of conversion floor structure with the thick slab[J].Journal Of South-east Univwrsity,1997,27(Addition):29-32.
[21]王平山,干钢,孙炳楠,唐锦春.高层建筑厚板转换层内力分布研究[J].浙江大学学报(自然科学版),1998,32(5):570-576.WANG Ping-shan,GAN Gang,SUN Bing-nan,TANG Jin-chun.A-nalysis of thick plate transition layer for high rise building[J].Journal Of Zhejiang University(Engineering Science),1998,32(5):570-576.
[2]娄宇,丁大钧,魏琏.上部开洞剪力墙转换大梁结构的试验研究[J].东南大学学报,1996,26(6B):115-120.LOU Yu,DING Da-jun,WEI Lian.Experimental Research on Transfer Girder with Openings Shear Wall[J].Journal of Southeast University,1996,26(6B):115-120.
[3]赵兰子,张惠英,邱玥.开大洞转换结构的局部破坏分析[J].建筑结构学报,2001,22(5):43-47.ZHAO Nan-zhi,ZHANG Hui-ying,QIU Yue.Local failure analy-sis of transfer girder with large web openings[J].Journal of Build-ing Structures.2001,22(5):43-47.
[4]陈进,江世永,孙亮.单跨框支转换梁应力分布规律的有限元分析[J].四川建筑科学研究,2004,30(1):35-37.CHEN Jin,WANG Shi-yong,SUN Liang.Finite element analysis a-bout stress distribution of one-span transfer beam supported on R.C.frame[J].Building Science Research of Sichuan,2004,30(1):35-37.
[5]任卫教,沈斌.楼板位置对转换梁扭转效应的影晌[J].建筑科学,2002,18(3):3-5.REN Wei-jiao,SHEN Bing.Influence of slab position on the trans-fer beam torsion effect[J].Architecture Technology,2002,18(3):3-5.
[6]徐重人.偏心转换梁受力性能的有限元分析[J].建筑结构,2003,33(9):39-42.XU Zhong-ren.Finite Element Analysis for internal force of eccen-tric transfer beams[J].Building Structure,2003,33(9):39-42.
[7]张兰英,李艳娜,吴庆荪.带高位转换层的框支剪力墙结构弹塑性地震反应分析[J].工业建筑,2003,33(6):24-27.ZHANG Lan-ying,LI Yan-na,WU Qin-sun.Seismic response anal-ysis of frame-supported shear wall structure with high transfer sto-rey[J].Industrial Construction,2003,33(6):24-27.
[8]黄勤勇,吕西林.转换层上、下刚度比对框支剪力墙结构抗震性能的影响[J].结构工程师,2003,(1):17-23.HUANG Qin-yong,LU Xi-lin.The effect of ratio of stiffness on seismic behavior of shear wall structure with supporting frames[J].Structural Engineers,2003(1):17-23.
[9]王森,魏琏.不同高位转换层对高层建筑动力特性和地震作用影响的研究[J].建筑结构,2002,32(8):54-58.WANG Sen,WEI Lian.Study on Influence of the High Level of Transfer Floor on the Structural Behavior of High-rise Building[J].Building Structure,2002,32(8):54-58.
[10]徐培福,王军却,郝锐坤,肖从真.转换层设置高度对框支剪力墙结构抗震性能的影响[J].建筑结构,2000,30(1):37-43.XIU Pei-fu,WANG Jun-que,HE Rui-shen,XIAO Cong-zhen.The vertical position of transferring structure effect on seismic be-havior of shear wall structure with supporting frames[J].Building Structures,2000,30(1):37-43.
[11]耿娜娜,徐培福.带转换层筒体结构的刚度和剪力分布突变[J].建筑科学,2002,18(3):6-10.GENG Na-na,XU Pei-fu.Abrupt changes of the lateral stiffness and shear forces in tube structure with transfer story[J].Building Science,2002,18(3):6-10.
[12]娄宇,魏琏,丁大钧.梁式转换层设计中的一些问题的探讨[J].四川建筑科学研究,1996,(1):7-11.LOU Yu,WEI Lian,DING Da-jun.Discuss about some problems of transfer beam design[J].Bilding Sience Rsearch of Schuan,1996(1):7-11.
[13]魏琏,王森.转换梁上部墙体受力特点及设计计算方法的研究[J].建筑结构,2001,31(11):3-6.WEI Lian,WANG Shen.Research on the behavior of shear wall on transfer and design calculation about it[J].Building Structures,2001,31(11):3-6.
[14]KUANG J S,SHUBIN.LI.Interaction-based design tables for transfer beams supporting in-plane loaded shear wall[J].Struct.Design Tall Build.2001,(10):121-133.
[15]Lee H-S,KO D-W.Shaking table tests of a high-rise RC bearing-wall structure with bottom piloti stories[J].Journal of Architecture and Building Science,2002,117(1486):47-54.
[16]Hosoya H,Abe I,Kitagawa Y,Okada T.Shaking table test of three-dimensional scale models of reinforced concrete high-rise structures with wall columns[J].ACI structural journal,2006,92(6):765-780.
[17]Han-Seon Lee,Dong-Woo Ko.Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories[J].Engineering Structures,2007,10(1016):1-18.
[18]吴绮芸,王玉朋,李玉英,应高飞,黄晓军.框支正交主次梁转换层受力性能[J].建筑科学,1997,(5):12-17.WU Qi-yun,WANG Yu-peng,LI Yu-ying,WU Qi-yun,WANG Yu-peng,LI Yu-ying.The bearing behavior of transfer story of or-thogonal beams and secondary beams with framed pillars[J].Building Science,1997(5):12-17.
[19]唐兴荣,蒋永生,丁大钧.预应力混凝土桁架转换层结构的试验研究和设计建议[J].土木工程学报,2001,34(4):32-40.TANG Xing-rong,JIANG Yong-sheng,DING Da-jun.Experimental study on transfer story structure with prestressed concrete truss[J].China Civil Engineer Journal,2001,34(4):32-40.
[20]丁建南,冯佶,申道辉.带厚板转换结构的设计与分析[J].东南大学学报,1997,27(增):29-32.DING Jian-nan,FENG Ji,SHENG Dao-hui.Design and analysis of conversion floor structure with the thick slab[J].Journal Of South-east Univwrsity,1997,27(Addition):29-32.
[21]王平山,干钢,孙炳楠,唐锦春.高层建筑厚板转换层内力分布研究[J].浙江大学学报(自然科学版),1998,32(5):570-576.WANG Ping-shan,GAN Gang,SUN Bing-nan,TANG Jin-chun.A-nalysis of thick plate transition layer for high rise building[J].Journal Of Zhejiang University(Engineering Science),1998,32(5):570-576.
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