建筑玻璃结构的抗震性能研究现状与进展
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摘要
介绍了建筑玻璃结构,分析了建筑玻璃结构的抗震性能的研究现状及进展。基于此,指出目前建筑玻璃结构的抗震性能研究主要是针对玻璃幕墙等玻璃围护结构,而对玻璃承重结构在抗震性能方面的试验与理论研究,国内外都比较缺乏。基于研究现状调研和建筑玻璃结构使用的日趋广泛,提出了玻璃结构抗震性能研究中几个值得关注的问题。
This paper introduces the structure of architectural glass,and presents the state of art for the seismic performance of architectural glass structures.Based on this,it can be pointed out that main research work at current stage relating to the seismic performance of architectural glass structures is focused on the glass envelope,such as glass curtain wall.Whereas,for the seismic performance of load bearing structure of glass,both experimental and theoretical studies are rarely reported.Based on all these investigations,it is proposed that attention should be paid to several problems relating to seismic performance of glass structures.
This paper introduces the structure of architectural glass,and presents the state of art for the seismic performance of architectural glass structures.Based on this,it can be pointed out that main research work at current stage relating to the seismic performance of architectural glass structures is focused on the glass envelope,such as glass curtain wall.Whereas,for the seismic performance of load bearing structure of glass,both experimental and theoretical studies are rarely reported.Based on all these investigations,it is proposed that attention should be paid to several problems relating to seismic performance of glass structures.
引文
[1]赵西安.汶川大地震中玻璃窗和玻璃幕墙抗震性能的初步分析[J].工程抗震与加固改造,2008,30(4):29-36.Zhao X A.Analysis on Seismic Behavious of GlassWindows and Glass Curtain Walls in WenchuanEarthquake of Sichuan Province[J].EarthquakeResistant Engineering and Retrofitting,2008,30(4):29-36.(in Chinese)
[2]Brueggeman J L,Behr R A,Wulfert He,t al.DynamicRacking Performance of an Earthquake-IsolatedCurtain Wall System[J].Earthquake Spectra,2000,16(4):735-756.
[3]王元清,李勇,石永久.强震作用下玻璃建筑的震害分析[C].2008年汶川地震建筑震害分析与重建研讨会,专题二:典型震害分析2,008:315-325.Wang Q Y,Li Y,Shi Y J.Earthquake DamageAnalysis of Glass Buildings[C].2008 WenchuanEarthquake Building Seismic Damage Analysis andReconstruction of Workshop,Topic two:TypicalSeismic Damage Analysis,2008:315-325.(inChinese)
[4]Ji H,Keryvin V,Rouxel T,et al.Densification ofWindow Glass under Very High Pressure and ItsRelevance to Vickers Indentation[J].ScriptaMaterialia2,0065,5:1159-1162.
[5]Pankhardt K.Investigation on Load Bearing Capacityof Glass Panels[J].Periodica Polytechnica:CivilEngineering,2008,52(2):73-82.
[6]王元清,石永久,张恒秋.玻璃承重结构的工程应用及其设计分析[J].工业建筑,2005,35(2):6-10.Wang Y Q,Shi Y J,Zhang H Q.The EngineeringApplication and Design Analysis of Load BearingGlass Structure[J].Industrial Construction,2005,35(2):6-10.(in Chinese)
[7]Sucuoglu H,Vallabhan C V G.Behaviour of WindowGlass Panels During Earthquakes[J].EngineeringStructures1,997,19(8):685-694.
[8]Memari A M,Behr R A,Kremer P A.SeismicBehavior of Curtain Walls Containing Insulating GlassUnits[J].Journal of Architectural Engineering,2003,9(2):70-85.
[9]高轩能,王书鹏.建筑夹层玻璃在静力及爆炸荷载下的挠度[J].硅酸盐学报,2008,36(10):1477-1484.Gao X N,Wang S P.Deflection of ArchitecturalLaminated Glasses under Static and Explosive Loads[J].Journal of the Chinese Ceramic Society2,0083,6(10):1477-1484.(in Chinese)
[10]周莉桦,刘祖华.某大厦玻璃幕墙抗震性能动力试验[J].山西建筑,2008,34(36):14-15.Zhou L H,Liu Z H.Dynamic Test of the Anti-SeismicProperty of the Glass Curtain Wall of an Edifice[J].Shanxi Architecture,2008,34(36):14-15.(inChinese)
[11]周华樟,武岳,李欣.双层索系支承玻璃幕墙结构的抗震设计反应谱研究[J].工业建筑,2007,37(10):76-79.Zhou H Z,Wu Y,Li X.Research on the ResponseSpectrum of Aseismic Design for Cable-Truss-Supported Glass Curtain Walls[J].IndustrialConstruction,2007,37(10):76-79.(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 Y,Shi Y J,Wang Q Y.Analysis of the SeismicResponse of Single-Layer Cable Net in Glass WallCoupled with Main Structure[J].Building Science,20092,5(7):5-10.(in Chinese)
[13]温健婷,顾晨群,任珉,等.建筑外层玻璃幕墙结构振动台试验研究[J].广东大学学报(自然科学版)2,0043,(1):69-72.Wen J T,Gu C Q,Ren M,et al.Shaking Table Test ofCurtain Wall Outside Building[J].Journal ofGuangzhou University(Natural Science Edition),20043,(1):69-72.(in Chinese)
[14]张山山,左勇志,霍达,等.既有玻璃幕墙结构安全性综合评估研究[J].工程抗震于加固改造,2010,32(4):94-99.Zhang S S,Zuo Y Z,Huo D,et al.Safety Evaluation ofExisted Glass Curtain Wall[J].Earthquake ResistantEngineering and Retrofitting2,0103,2(4):94-99.(inChinese)
[15]卢瑞华,舒赣平.点支式玻璃幕墙的研究现状与发展[J].工业建筑(增刊),2006.:722-729.Lu R H,Shu G P.Development of Point SupportedGlass Curtain Wall[J].Industrial Construction,2006.:722-729.(in Chinese)
[16]Fischer G,Heusenstamm P.Load Bearing Connectionsin Glass Construction Connections Engineering Usingas Example Total Glass Constructions[J].VDIBerichte2,0061,933:67-86.
[17]王元清,张恒秋,石永久.玻璃承重结构的设计计算方法分析[J].建筑科学,2005,21(6):26-30.Wang Y Q,Zhang H Q,Shi Y J.The Analysis ofCalculating and Design Method for Load BearingGlass Structures[J].Building Science,2005,21(6):26-30.(in Chinese)
[18]赵敏行,石永久,王元清.支承点位移对点支式玻璃板承载性能的影响[J].建筑科学与工程学报,20092,6(3):110-116.Zhao M H,Shi Y J,Wang Y Q.Influence ofSupporting Point Displacement on Load-CarryingProperties of Point-Supported Glass Panels[J].Journal of Architecture and Civil Engineering,2009,26(3):110-116.(in Chinese)
[19]周桂林,吕令毅,崔开荣.普通全玻幕墙玻璃肋失稳临界荷载[J].工程施工技术,2007,11:90-92.Zhou G L,Lu L Y,Chui K R.Critical Load of GlassFins in the Glass Curtain Wall Systems[J].Construction Technolegy,2007,11:90-92.(inChinese)
[20]Biolzi L,Cattaneo S,Rosati G.Progressive Damageand Fracture of Laminated Glass Beams[J].Construction and Building Materials,2010,24:577-584.
[21]Carre H,Daudeville L.Load-Bearing Capacity ofTempered Structural Glass[J].Journal of EngineeringMechanics1,9991,25(8):917-924.
[22]Fabrice B,Laurent D,Rene G.Load Bearing Capacityof Connections in Tempered Glass Stuctures[J].Structural Engineering International:Journal of theInternational Association for Bridge and StructuralEngineering,2004,14(2):107-110.
[23]王树,苏果,葛家琪.河南艺术中心艺术墙结构抗震性能研究[A].庆祝刘锡良教授八十华诞暨第八届全国现代结构工程学术研讨会论文集[C]2,008.Wang S,Su G,Ge J Q.Study on Seismic Performanceof Henan art Wall Structure[A].Proceedings ofcelebrate the 80th birthday of Professor Liu Xiliangand eighth national symposium on modern structuralengineering[C],2008.(in Chinese)
[24]徐春丽.新型拉索-玻璃穹顶结构体系的理论研究[D].同济大学2,008.Xu C L.Theoretical Study of Novel Prestressed Cable-Glass Dome[D].Tongji University,2008.(inChinese)
[25]Rouxel T,Ji H,Hammouda T,et al.Poisson’s Ratioand the Densification of Glass under High Pressure[J].Physical Review Letters,2008,100(22):225501-225504.
[2]Brueggeman J L,Behr R A,Wulfert He,t al.DynamicRacking Performance of an Earthquake-IsolatedCurtain Wall System[J].Earthquake Spectra,2000,16(4):735-756.
[3]王元清,李勇,石永久.强震作用下玻璃建筑的震害分析[C].2008年汶川地震建筑震害分析与重建研讨会,专题二:典型震害分析2,008:315-325.Wang Q Y,Li Y,Shi Y J.Earthquake DamageAnalysis of Glass Buildings[C].2008 WenchuanEarthquake Building Seismic Damage Analysis andReconstruction of Workshop,Topic two:TypicalSeismic Damage Analysis,2008:315-325.(inChinese)
[4]Ji H,Keryvin V,Rouxel T,et al.Densification ofWindow Glass under Very High Pressure and ItsRelevance to Vickers Indentation[J].ScriptaMaterialia2,0065,5:1159-1162.
[5]Pankhardt K.Investigation on Load Bearing Capacityof Glass Panels[J].Periodica Polytechnica:CivilEngineering,2008,52(2):73-82.
[6]王元清,石永久,张恒秋.玻璃承重结构的工程应用及其设计分析[J].工业建筑,2005,35(2):6-10.Wang Y Q,Shi Y J,Zhang H Q.The EngineeringApplication and Design Analysis of Load BearingGlass Structure[J].Industrial Construction,2005,35(2):6-10.(in Chinese)
[7]Sucuoglu H,Vallabhan C V G.Behaviour of WindowGlass Panels During Earthquakes[J].EngineeringStructures1,997,19(8):685-694.
[8]Memari A M,Behr R A,Kremer P A.SeismicBehavior of Curtain Walls Containing Insulating GlassUnits[J].Journal of Architectural Engineering,2003,9(2):70-85.
[9]高轩能,王书鹏.建筑夹层玻璃在静力及爆炸荷载下的挠度[J].硅酸盐学报,2008,36(10):1477-1484.Gao X N,Wang S P.Deflection of ArchitecturalLaminated Glasses under Static and Explosive Loads[J].Journal of the Chinese Ceramic Society2,0083,6(10):1477-1484.(in Chinese)
[10]周莉桦,刘祖华.某大厦玻璃幕墙抗震性能动力试验[J].山西建筑,2008,34(36):14-15.Zhou L H,Liu Z H.Dynamic Test of the Anti-SeismicProperty of the Glass Curtain Wall of an Edifice[J].Shanxi Architecture,2008,34(36):14-15.(inChinese)
[11]周华樟,武岳,李欣.双层索系支承玻璃幕墙结构的抗震设计反应谱研究[J].工业建筑,2007,37(10):76-79.Zhou H Z,Wu Y,Li X.Research on the ResponseSpectrum of Aseismic Design for Cable-Truss-Supported Glass Curtain Walls[J].IndustrialConstruction,2007,37(10):76-79.(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 Y,Shi Y J,Wang Q Y.Analysis of the SeismicResponse of Single-Layer Cable Net in Glass WallCoupled with Main Structure[J].Building Science,20092,5(7):5-10.(in Chinese)
[13]温健婷,顾晨群,任珉,等.建筑外层玻璃幕墙结构振动台试验研究[J].广东大学学报(自然科学版)2,0043,(1):69-72.Wen J T,Gu C Q,Ren M,et al.Shaking Table Test ofCurtain Wall Outside Building[J].Journal ofGuangzhou University(Natural Science Edition),20043,(1):69-72.(in Chinese)
[14]张山山,左勇志,霍达,等.既有玻璃幕墙结构安全性综合评估研究[J].工程抗震于加固改造,2010,32(4):94-99.Zhang S S,Zuo Y Z,Huo D,et al.Safety Evaluation ofExisted Glass Curtain Wall[J].Earthquake ResistantEngineering and Retrofitting2,0103,2(4):94-99.(inChinese)
[15]卢瑞华,舒赣平.点支式玻璃幕墙的研究现状与发展[J].工业建筑(增刊),2006.:722-729.Lu R H,Shu G P.Development of Point SupportedGlass Curtain Wall[J].Industrial Construction,2006.:722-729.(in Chinese)
[16]Fischer G,Heusenstamm P.Load Bearing Connectionsin Glass Construction Connections Engineering Usingas Example Total Glass Constructions[J].VDIBerichte2,0061,933:67-86.
[17]王元清,张恒秋,石永久.玻璃承重结构的设计计算方法分析[J].建筑科学,2005,21(6):26-30.Wang Y Q,Zhang H Q,Shi Y J.The Analysis ofCalculating and Design Method for Load BearingGlass Structures[J].Building Science,2005,21(6):26-30.(in Chinese)
[18]赵敏行,石永久,王元清.支承点位移对点支式玻璃板承载性能的影响[J].建筑科学与工程学报,20092,6(3):110-116.Zhao M H,Shi Y J,Wang Y Q.Influence ofSupporting Point Displacement on Load-CarryingProperties of Point-Supported Glass Panels[J].Journal of Architecture and Civil Engineering,2009,26(3):110-116.(in Chinese)
[19]周桂林,吕令毅,崔开荣.普通全玻幕墙玻璃肋失稳临界荷载[J].工程施工技术,2007,11:90-92.Zhou G L,Lu L Y,Chui K R.Critical Load of GlassFins in the Glass Curtain Wall Systems[J].Construction Technolegy,2007,11:90-92.(inChinese)
[20]Biolzi L,Cattaneo S,Rosati G.Progressive Damageand Fracture of Laminated Glass Beams[J].Construction and Building Materials,2010,24:577-584.
[21]Carre H,Daudeville L.Load-Bearing Capacity ofTempered Structural Glass[J].Journal of EngineeringMechanics1,9991,25(8):917-924.
[22]Fabrice B,Laurent D,Rene G.Load Bearing Capacityof Connections in Tempered Glass Stuctures[J].Structural Engineering International:Journal of theInternational Association for Bridge and StructuralEngineering,2004,14(2):107-110.
[23]王树,苏果,葛家琪.河南艺术中心艺术墙结构抗震性能研究[A].庆祝刘锡良教授八十华诞暨第八届全国现代结构工程学术研讨会论文集[C]2,008.Wang S,Su G,Ge J Q.Study on Seismic Performanceof Henan art Wall Structure[A].Proceedings ofcelebrate the 80th birthday of Professor Liu Xiliangand eighth national symposium on modern structuralengineering[C],2008.(in Chinese)
[24]徐春丽.新型拉索-玻璃穹顶结构体系的理论研究[D].同济大学2,008.Xu C L.Theoretical Study of Novel Prestressed Cable-Glass Dome[D].Tongji University,2008.(inChinese)
[25]Rouxel T,Ji H,Hammouda T,et al.Poisson’s Ratioand the Densification of Glass under High Pressure[J].Physical Review Letters,2008,100(22):225501-225504.
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