单层平面索网玻璃幕墙抗震性能研究进展
|
摘要
单层平面索网支撑点支式玻璃幕墙(简称平面索网幕墙),具有美观、通透性好等优点,在工程中颇受欢迎。由于其具有非线性问题突出、动力反应受主体结构影响等特点,其抗震设计需特殊考虑。为此,近些年,围绕平面索网幕墙抗震性能研究开展了较多工作,包括其动力特性研究,抗震设防要求探讨,地震作用等效静力计算方法研究,抗震性能受主体结构影响及对主体结构反作用的研究等。但总体研究还是滞后于工程需要。在综述上述研究成果的基础上,指出了在今后工作中应加强研究的问题。
Point-supported glass curtain wall with single-layer plan cable net( briefly called cable net facade) is very popular in civil engineering for its advantages of beautiful appearance and good permeability etc. It has to be considered particularly in seismic design because its prominent nonlinear problems and its dynamic response is affected by the main structure etc. So,much research is done on its seismic performance in recent years,including the research on its dynamic character,the discussion on its seismic fortification,the research on its equivalent static seismic load calculation method and how it is influenced and influences the main structure etc. But in all,the research lags behind the need of civil engineering. The above research results are overviewed and the problems needed to be further studied in the future are pointed out.
Point-supported glass curtain wall with single-layer plan cable net( briefly called cable net facade) is very popular in civil engineering for its advantages of beautiful appearance and good permeability etc. It has to be considered particularly in seismic design because its prominent nonlinear problems and its dynamic response is affected by the main structure etc. So,much research is done on its seismic performance in recent years,including the research on its dynamic character,the discussion on its seismic fortification,the research on its equivalent static seismic load calculation method and how it is influenced and influences the main structure etc. But in all,the research lags behind the need of civil engineering. The above research results are overviewed and the problems needed to be further studied in the future are pointed out.
引文
[1]吴丽丽.建筑幕墙单层平面索网结构风振响应与抗风设计方法研究[D].清华大学博士学位论文,2006.WU Lili.Research on Wind-induced responses and wind-resistant design methodology of monolayer cable net for glass facades[D].Doctoral dissertation of Tsinghua University,2006.(in Chinese)
[2]蔡建国,冯健,曹华兵,等.单层索网玻璃幕墙的风振响应分析[J].沈阳工业大学学报,2010,32(3):355-361.CAI Jianguo,FENG Jian,CAO Huabing,et al.Wind-induced vibration response of single-layer cable net supported glass curtain wall[J].Journal of Shenyang University of Technology,2010,32(3):355-361.(in Chinese)
[3]Prem Krishna.Cable-suspended roofs[M].New York:Mc Graw-Hill,1978.
[4]石永久,吴丽丽,王元清.单层索网体系非线性自振特性研究[J].振动工程学报,2006,19(2):173-177.SHI Yongjiu,WU Lili,WANG Yuanqing.Analysis on nonlinear natural frequencies of cable net[J].Journal of Vibration Engineering[J].2006,19(2):173-177.(in Chinese)
[5]冯若强,武岳,沈世钊.单层平面索网幕墙结构的几何非线性问题研究[J].计算力学学报,2008,25(5):640-646.FENG Ruoqiang,WU Yue,SHEN Shizhao.Geometric nonlinearity of cable net facade[J].Chinese Journal of Computational Mechanics,2008,25(5):640-646.(in Chinese)
[6]石永久,李勇,王元清.点支式幕墙单层索网谐波地震响应的几何非线性研究[J].振动与冲击,2009,28(10):31-35.SHI Yongjiu,Liyong,WANG Yuanqing.Nonlinearity in seism ic response of a cable net in point-supporting glass wall[J].Journal of Vbration and Shock.(in Chinese)
[7]王永慧.单层平面索网点支式玻璃幕墙结构性能研究[D].昆明理工大学硕士学位论文,2009.WANG Yonghui.Single-plane cable-supported glass_curtain wallstructure performance analysis[D].Master Degree Thesis of Kunming University of Seience&Technology,2009.(in Chinese)
[8]韩朝晖,杨立军.单层索网点支式玻璃幕墙自由振动[J].长春工业大学学报(自然科学版),2008,129(4):410-413.CHAO Chaohui,YNGG Lijun.Poin-t supported glass wall free vibration in the monolayer rope net[J].Journal of Changchun University o f Technology(Natur al Science Edition),2008,129(4):410-413.(in Chinese)
[9]吴丽丽,王元清,石永久,等.点支式玻璃建筑单层索网体系的动力特性[J].清华大学学报(自然科学版),2006,46(3):318-321,326.WU Lili,WANG Yuanqing,SHI Yongjiu et al.Dynamic characteristics of monolayer cable net for dot point glass facade[J].Journal of Tsinghua Univ(Sci&Tech)2006,46(3):318-321,326.(in Chinese)
[10]吴丽丽,王元清,石永久.玻璃刚度及节点约束对点支式玻璃单层索网动力特性的影响[J].沈阳建筑大学学报(自然科学版),2005,21(5):432-436.WU Lili,WANG Yuanqing,SHI Yongjiu.Influence of stiffness of glass panels and joint constraints on dynamic properties of monolayer cable net for point-supported facade[J].Journal of Shenyang Jianzhu University,2005,21(5):432-436.(in Chinese)
[11]李勇.点支式玻璃幕墙单层索网抗震性能及其计算方法研究[D].清华大学硕士学位论文,2009.LI Yong.Study on seismic properties and a-seismic analysis method of sing1e-layer cable net for PGCW[D].Master Degree dissertation of Tsinghua University,2009.(in Chinese)
[12]李勇,石永久,王元清.单层索网玻璃幕墙与主体结构地震响应的整体分析[J].建筑科学,2009,25(7):5-10.LI Yong,SHI Yongjiu,WANG Yuanqing.Analysis of the seismic response of single-layer cable net in glass wall coupled with main structure[J].Building Scince,2009,25(7):5-10.(in Chinese)
[13]张拥军,邹清,李兴坡.索网结构对主体结构动力特性的影响[J].低温建筑技术,2012,10:50-52.ZHANG Yongjun,ZOU Qing,LI Xingpo.The influence of cable net on the dynamic characters of main structure[J].Low Temperature Building Technology,2012,10:50-52.(in Chinese)
[14]冯若强,叶继红,武岳,等单层平面索网玻璃幕墙结构地震反应分析[J].土木工程学报,2010,43(z):67-73.FENGRuoqiang,YE Jihong,WU Yue,et al.Seismic response of cable net facade[J].China Civil Engineering Journal,2010,43(z):67-73.(in Chinese)
[15]李勇,石永久,王元清,等.北京土城电话局单层索网点式玻璃幕墙抗震设计方法分析[J].工程抗震与加固改造,2009,31(2):112-117.LI Yong,SHIYongjiu,WANG Yuanqing,et al.Study on seismic design method of single-layer cable net structures for point-supporting glass wall for Beijing Tucheng Telephone Exchange[J].Earthquake Resistant Engineering and Retrofitting,2009,31(2):112-117.(in Chinese)
[16]冯若强,王鑫,叶继红.索网玻璃幕墙结构抗震性能研究[J].振动工程学报,2013,26(4):477-486.FENG Ruoqiang,WANG Xin,YE Jihong.Seismic behavior of cable net facade[J].Journal 0f Vibration Engineering,2013,26(4):477-486.(in Chinese)
[17]石永久,李勇,王元清.点支式玻璃幕墙单层索网实用抗震计算方法[J].建筑结构,2010,40(11):10-14.SHIYongjiu,LI Yong,WANG Yuanqing.Seismic analysis method for point-supported glass curtain wall with single-layer cable net[J].Building Structure,2010,40(11):10-14.(in Chinese)
[18]周华樟,武岳,沈世钊.单层平面索网玻璃幕墙结构抗震设计反应谱研究[J].建筑结构,2005,35(11):82-84.ZHOU,Huazhang,WU Yue,SHEN Shizhao.Investigation of response spectrum for glass curtain supported on plane single-layer cable net[J].Building Structure,2005,35(11):82-84.(in Chinese)
[19]冯若强,武岳,沈世钊.单层平面索网幕墙结构的非线性反应谱[J].土木工程学报,2012,45(1):30-41.FENG Ruoqiang,WU Yue,SHEN Shizhao.Nonlinear response spectrum of cable net facade[J].China Civil Engineering Journal,2012,45(1):30-41.(in Chinese)
[20]岳丽婕,刘军进,何平.弹簧装置在玻璃幕墙支承结构中的应用[J].建筑科学,2011,27(5):76-79.YUE Lijie,LIU Junjin,HE Ping.The application of spring devices in supporting structures of glass curtain wall[J].Building Science,2011,27(5):76-79.(in Chinese)
[21]JGJ102-2003玻璃幕墙工程技术规范[S].北京:中国建筑工业出版社,2003.JGJ102-2003 Technical Code for Glass Curtain Wall Engineering[S].Beijing:Building Industry Press of China,2003.(in Chinese)
[22](报批稿,2012)玻璃幕墙工程技术规范[S].(submit for approval,2012)Technical Code for Glass Curtain Wall Engineering[S].(in Chinese)
[2]蔡建国,冯健,曹华兵,等.单层索网玻璃幕墙的风振响应分析[J].沈阳工业大学学报,2010,32(3):355-361.CAI Jianguo,FENG Jian,CAO Huabing,et al.Wind-induced vibration response of single-layer cable net supported glass curtain wall[J].Journal of Shenyang University of Technology,2010,32(3):355-361.(in Chinese)
[3]Prem Krishna.Cable-suspended roofs[M].New York:Mc Graw-Hill,1978.
[4]石永久,吴丽丽,王元清.单层索网体系非线性自振特性研究[J].振动工程学报,2006,19(2):173-177.SHI Yongjiu,WU Lili,WANG Yuanqing.Analysis on nonlinear natural frequencies of cable net[J].Journal of Vibration Engineering[J].2006,19(2):173-177.(in Chinese)
[5]冯若强,武岳,沈世钊.单层平面索网幕墙结构的几何非线性问题研究[J].计算力学学报,2008,25(5):640-646.FENG Ruoqiang,WU Yue,SHEN Shizhao.Geometric nonlinearity of cable net facade[J].Chinese Journal of Computational Mechanics,2008,25(5):640-646.(in Chinese)
[6]石永久,李勇,王元清.点支式幕墙单层索网谐波地震响应的几何非线性研究[J].振动与冲击,2009,28(10):31-35.SHI Yongjiu,Liyong,WANG Yuanqing.Nonlinearity in seism ic response of a cable net in point-supporting glass wall[J].Journal of Vbration and Shock.(in Chinese)
[7]王永慧.单层平面索网点支式玻璃幕墙结构性能研究[D].昆明理工大学硕士学位论文,2009.WANG Yonghui.Single-plane cable-supported glass_curtain wallstructure performance analysis[D].Master Degree Thesis of Kunming University of Seience&Technology,2009.(in Chinese)
[8]韩朝晖,杨立军.单层索网点支式玻璃幕墙自由振动[J].长春工业大学学报(自然科学版),2008,129(4):410-413.CHAO Chaohui,YNGG Lijun.Poin-t supported glass wall free vibration in the monolayer rope net[J].Journal of Changchun University o f Technology(Natur al Science Edition),2008,129(4):410-413.(in Chinese)
[9]吴丽丽,王元清,石永久,等.点支式玻璃建筑单层索网体系的动力特性[J].清华大学学报(自然科学版),2006,46(3):318-321,326.WU Lili,WANG Yuanqing,SHI Yongjiu et al.Dynamic characteristics of monolayer cable net for dot point glass facade[J].Journal of Tsinghua Univ(Sci&Tech)2006,46(3):318-321,326.(in Chinese)
[10]吴丽丽,王元清,石永久.玻璃刚度及节点约束对点支式玻璃单层索网动力特性的影响[J].沈阳建筑大学学报(自然科学版),2005,21(5):432-436.WU Lili,WANG Yuanqing,SHI Yongjiu.Influence of stiffness of glass panels and joint constraints on dynamic properties of monolayer cable net for point-supported facade[J].Journal of Shenyang Jianzhu University,2005,21(5):432-436.(in Chinese)
[11]李勇.点支式玻璃幕墙单层索网抗震性能及其计算方法研究[D].清华大学硕士学位论文,2009.LI Yong.Study on seismic properties and a-seismic analysis method of sing1e-layer cable net for PGCW[D].Master Degree dissertation of Tsinghua University,2009.(in Chinese)
[12]李勇,石永久,王元清.单层索网玻璃幕墙与主体结构地震响应的整体分析[J].建筑科学,2009,25(7):5-10.LI Yong,SHI Yongjiu,WANG Yuanqing.Analysis of the seismic response of single-layer cable net in glass wall coupled with main structure[J].Building Scince,2009,25(7):5-10.(in Chinese)
[13]张拥军,邹清,李兴坡.索网结构对主体结构动力特性的影响[J].低温建筑技术,2012,10:50-52.ZHANG Yongjun,ZOU Qing,LI Xingpo.The influence of cable net on the dynamic characters of main structure[J].Low Temperature Building Technology,2012,10:50-52.(in Chinese)
[14]冯若强,叶继红,武岳,等单层平面索网玻璃幕墙结构地震反应分析[J].土木工程学报,2010,43(z):67-73.FENGRuoqiang,YE Jihong,WU Yue,et al.Seismic response of cable net facade[J].China Civil Engineering Journal,2010,43(z):67-73.(in Chinese)
[15]李勇,石永久,王元清,等.北京土城电话局单层索网点式玻璃幕墙抗震设计方法分析[J].工程抗震与加固改造,2009,31(2):112-117.LI Yong,SHIYongjiu,WANG Yuanqing,et al.Study on seismic design method of single-layer cable net structures for point-supporting glass wall for Beijing Tucheng Telephone Exchange[J].Earthquake Resistant Engineering and Retrofitting,2009,31(2):112-117.(in Chinese)
[16]冯若强,王鑫,叶继红.索网玻璃幕墙结构抗震性能研究[J].振动工程学报,2013,26(4):477-486.FENG Ruoqiang,WANG Xin,YE Jihong.Seismic behavior of cable net facade[J].Journal 0f Vibration Engineering,2013,26(4):477-486.(in Chinese)
[17]石永久,李勇,王元清.点支式玻璃幕墙单层索网实用抗震计算方法[J].建筑结构,2010,40(11):10-14.SHIYongjiu,LI Yong,WANG Yuanqing.Seismic analysis method for point-supported glass curtain wall with single-layer cable net[J].Building Structure,2010,40(11):10-14.(in Chinese)
[18]周华樟,武岳,沈世钊.单层平面索网玻璃幕墙结构抗震设计反应谱研究[J].建筑结构,2005,35(11):82-84.ZHOU,Huazhang,WU Yue,SHEN Shizhao.Investigation of response spectrum for glass curtain supported on plane single-layer cable net[J].Building Structure,2005,35(11):82-84.(in Chinese)
[19]冯若强,武岳,沈世钊.单层平面索网幕墙结构的非线性反应谱[J].土木工程学报,2012,45(1):30-41.FENG Ruoqiang,WU Yue,SHEN Shizhao.Nonlinear response spectrum of cable net facade[J].China Civil Engineering Journal,2012,45(1):30-41.(in Chinese)
[20]岳丽婕,刘军进,何平.弹簧装置在玻璃幕墙支承结构中的应用[J].建筑科学,2011,27(5):76-79.YUE Lijie,LIU Junjin,HE Ping.The application of spring devices in supporting structures of glass curtain wall[J].Building Science,2011,27(5):76-79.(in Chinese)
[21]JGJ102-2003玻璃幕墙工程技术规范[S].北京:中国建筑工业出版社,2003.JGJ102-2003 Technical Code for Glass Curtain Wall Engineering[S].Beijing:Building Industry Press of China,2003.(in Chinese)
[22](报批稿,2012)玻璃幕墙工程技术规范[S].(submit for approval,2012)Technical Code for Glass Curtain Wall Engineering[S].(in Chinese)
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心