不锈钢结构抗震性能研究现状与工程应用
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- 英文论文题名：Review of researches on seismic behaviour and practical applications of stainless steel structures
- 论文作者：冯然 ; 沈成栋
- 英文论文作者：Ran Feng ; Chengdong Shen ; Hefei University of Technology
- 年：2016
- 作者机构：合肥工业大学;
- 论文关键词：不锈钢 ; 建筑结构 ; 本构模型 ; 抗震设计
- 英文论文关键词：stainless steel ; building structure ; constitutive model ; seismic design
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：TU352.11;TU391
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：9
- 文件大小：845k
- 原文格式：O
- 会议级别：全国
摘要
相比碳素钢而言,不锈钢材料因其造型美观、耐腐蚀、延性好等一系列优良特点越来越多的应用在建筑结构中。不锈钢结构应用在建筑结构构件的趋势不断加大,但是目前国内外关于不锈钢结构在抗震设计中的研究很少。本文首先对不锈钢材料的分类进行了简单介绍,然后总结了不锈钢在国内外建筑结构中的应用情况及抗震性能研究现状,最后对不锈钢在抗震设计中面临的问题进行了探讨,提出几点看法。
Compared to carbon steel,stainless steel materials are increasingly used in building structures due to its aesthetic appearance,high corrosion resistance,good ductility and a series of excellent characteristics.The trend of applications of stainless steel in building structural components is increasing.However,the current domestic and international researches on the seismic design of stainless steel structure are rare.This paper firstly presents the classification of stainless steel materials,and then summarizes the application of stainless steel in the building structures and the current studies on seismic performance of stainless steel at home and abroad.Lastly the seismic design problems faced in the application of stainless steel are discussed and some suggestions are proposed.
Compared to carbon steel,stainless steel materials are increasingly used in building structures due to its aesthetic appearance,high corrosion resistance,good ductility and a series of excellent characteristics.The trend of applications of stainless steel in building structural components is increasing.However,the current domestic and international researches on the seismic design of stainless steel structure are rare.This paper firstly presents the classification of stainless steel materials,and then summarizes the application of stainless steel in the building structures and the current studies on seismic performance of stainless steel at home and abroad.Lastly the seismic design problems faced in the application of stainless steel are discussed and some suggestions are proposed.
引文
[1]王元清,袁焕鑫,石永久,等.不锈钢结构的应用和研究现状[J].钢结构,2010.25(2):1-13(Wang Yuanqing,Yuan Huanxin,Shi Yongjiu,et al.A review of current applications and research of stainless steel structure[J].Steel Construction,2010.25(2):1-13(in Chinese)).
[2]Burgan B A,Baddoo N R,Gilsenan K A.Structural Design of Stainless Steel Members-Comparison between Eurocode 3,Part 1.4 and Test Results[J].Journal of Constructional Steel Research,2000,54(l):51-73.
[3]Gardner L.The Use of Stainless Steel in Structure[J].Progress in Structural Engineering and Materials,2005,7(2):45-55.
[4]2014年全球不锈钢产量再创历史新高[N].世界金属导报,2015.5.
[5]CECS 410:2015不锈钢结构技术规程[S].北京:中国计划出版社,2015(CECS 410:2015 Technical specification for stainless steel structure[S].Beijing:China Plan Press,2015(in Chinese)).
[6]ASCE.Specification for the Design of Cold-Formed Stainless Steel Structural Members[S].SEI/ASCE 8-02(Standard No.02-008).New York:American Society of Civil Engineers,2002.
[7]AS/NZS 4673:2001.Cold-Formed Stainless Steel Structures[S].2001.
[8]EN 1993-1-4.Eurocode 3:Design of Steel Structures-Part 1-4:General Rules-Supplementary Rules for Stainless Steels[S].GEN.2006.
[9]GB/T 20878-2007不锈钢和耐热钢牌号及化学成分[S].北京:中国标准出版社,2007(GB/T20878-2007 Stainless and heat-resisting steels-Designation and chemical composition[J].Beijing:China Standard Press,2007(in Chinese)).
[10]Graham Gedge.Structural uses of stainless steel-buildings and civil engineering[J].Journal of Constructional Steel Research,2008,64(11):1194-1198.
[11]GB 50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010(GB 50011-2010 Code for seismic design of buildings[S].Beijing,China Architecture and Building Press,2010(in Chinese)).
[12]Ramberg W.Osgood W R.Description of Stress-Strain Curves by Three Parameters[R].Technical Note No.902,National Advisory Committee for Aeronautics.Washington,D C:1943.
[13]Hill H N.Determination of Stress-Strain Relations from the Offset Yield Strength Values[R].Technical Note No.927,National Advisory Committee for Aeronautics.Washington,D C:1944.
[14]Mirambell E,Real E.On the calculation of deflection in structural stainless steel beams:an experimental and numerical investigation[J].Journal of Constructional Steel Research,2000,54(1):109-133.
[15]Rasmussen K J R.Full-range stress-strain curves for stainless steel alloys[J].Journal of Constructional Steel Research,2003,59(1):47-61.
[16]Gardner L,Nethercot D A.Experiments on stainless steel hollow sections-Part 1:material and cross-sectional behavior[J].Journal of Constructional Steel Research,2004,60(9):1291-1318.
[17]朱浩川,姚谏.不锈钢材料的应力-应变模型[J].空间结构,2011,17(1):62-69(Zhu Haochuan,Yao Jian.Stress-strain model for stainless steel[J].Spatial Structures,2011,17(1):62-69(in Chinese)).
[18]Quach W M,Teng J G,Chunk K F.Three-stage full-range stress-strain model for stainless steels[J].Journal of Structural Engineering,ASCE,2008,134(9):1518-1527.
[19]王元清,常婷,石永久.循环荷载下奥氏体不锈钢的本构关系试验研究[J].东南大学学报(自然科学版),2012,42(6):1175-1179(Wang Yuanqing,Chang Ting,Shi Yon gjiu.Experimental study on constitutive relationship in austenitic stainless steel under cyclic loading[J].Journal of Southeast.University(Natural Science Edition),2012,42(6):1175-1179(in Chinese)).
[20]王萌,杨维国,王元清,等.奥氏体不锈钢滞回本构模型研究[J].工程力学,2015,32(11):107-114(Wang Meng,Yang Weiguo,Wang Yuanqing,et al.Study on hysteretic constitutive model of austenitic stainless steel[J].Engineering Mechanics,2015,32(11):107-114(in Chinese)).
[21]Zhou F,Li L.Experimental study on hysteretic behavior of structural stainless steels under cyclic loading[J].Journal of Constructional Steel Research,2016,122:94-109
[22]Di Sarno L,Elnashai A S,Nethercot D A.Seism ic response of stainless steel braced frames[J].Journal of Constructional Steel Research,2008,64(7-8):914-925
[23]GB/T 4237-2007不锈钢热轧钢板和钢带[S].北京:中国标准出版社,2007(GB/T 4237-2007Hot rolled stainless steel plate,sheet and strip[S].Beijing:China Standard Press,2007(in Chinese))
[24]GB 50068-2001建筑结构可靠度设计统一标准[S].北京:中国建筑工业出版社,2001(GB50068-2001 Unified standard for reliability design of building structures[S].Beijing:China Standard Press,2001(in Chinese)).
[2]Burgan B A,Baddoo N R,Gilsenan K A.Structural Design of Stainless Steel Members-Comparison between Eurocode 3,Part 1.4 and Test Results[J].Journal of Constructional Steel Research,2000,54(l):51-73.
[3]Gardner L.The Use of Stainless Steel in Structure[J].Progress in Structural Engineering and Materials,2005,7(2):45-55.
[4]2014年全球不锈钢产量再创历史新高[N].世界金属导报,2015.5.
[5]CECS 410:2015不锈钢结构技术规程[S].北京:中国计划出版社,2015(CECS 410:2015 Technical specification for stainless steel structure[S].Beijing:China Plan Press,2015(in Chinese)).
[6]ASCE.Specification for the Design of Cold-Formed Stainless Steel Structural Members[S].SEI/ASCE 8-02(Standard No.02-008).New York:American Society of Civil Engineers,2002.
[7]AS/NZS 4673:2001.Cold-Formed Stainless Steel Structures[S].2001.
[8]EN 1993-1-4.Eurocode 3:Design of Steel Structures-Part 1-4:General Rules-Supplementary Rules for Stainless Steels[S].GEN.2006.
[9]GB/T 20878-2007不锈钢和耐热钢牌号及化学成分[S].北京:中国标准出版社,2007(GB/T20878-2007 Stainless and heat-resisting steels-Designation and chemical composition[J].Beijing:China Standard Press,2007(in Chinese)).
[10]Graham Gedge.Structural uses of stainless steel-buildings and civil engineering[J].Journal of Constructional Steel Research,2008,64(11):1194-1198.
[11]GB 50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010(GB 50011-2010 Code for seismic design of buildings[S].Beijing,China Architecture and Building Press,2010(in Chinese)).
[12]Ramberg W.Osgood W R.Description of Stress-Strain Curves by Three Parameters[R].Technical Note No.902,National Advisory Committee for Aeronautics.Washington,D C:1943.
[13]Hill H N.Determination of Stress-Strain Relations from the Offset Yield Strength Values[R].Technical Note No.927,National Advisory Committee for Aeronautics.Washington,D C:1944.
[14]Mirambell E,Real E.On the calculation of deflection in structural stainless steel beams:an experimental and numerical investigation[J].Journal of Constructional Steel Research,2000,54(1):109-133.
[15]Rasmussen K J R.Full-range stress-strain curves for stainless steel alloys[J].Journal of Constructional Steel Research,2003,59(1):47-61.
[16]Gardner L,Nethercot D A.Experiments on stainless steel hollow sections-Part 1:material and cross-sectional behavior[J].Journal of Constructional Steel Research,2004,60(9):1291-1318.
[17]朱浩川,姚谏.不锈钢材料的应力-应变模型[J].空间结构,2011,17(1):62-69(Zhu Haochuan,Yao Jian.Stress-strain model for stainless steel[J].Spatial Structures,2011,17(1):62-69(in Chinese)).
[18]Quach W M,Teng J G,Chunk K F.Three-stage full-range stress-strain model for stainless steels[J].Journal of Structural Engineering,ASCE,2008,134(9):1518-1527.
[19]王元清,常婷,石永久.循环荷载下奥氏体不锈钢的本构关系试验研究[J].东南大学学报(自然科学版),2012,42(6):1175-1179(Wang Yuanqing,Chang Ting,Shi Yon gjiu.Experimental study on constitutive relationship in austenitic stainless steel under cyclic loading[J].Journal of Southeast.University(Natural Science Edition),2012,42(6):1175-1179(in Chinese)).
[20]王萌,杨维国,王元清,等.奥氏体不锈钢滞回本构模型研究[J].工程力学,2015,32(11):107-114(Wang Meng,Yang Weiguo,Wang Yuanqing,et al.Study on hysteretic constitutive model of austenitic stainless steel[J].Engineering Mechanics,2015,32(11):107-114(in Chinese)).
[21]Zhou F,Li L.Experimental study on hysteretic behavior of structural stainless steels under cyclic loading[J].Journal of Constructional Steel Research,2016,122:94-109
[22]Di Sarno L,Elnashai A S,Nethercot D A.Seism ic response of stainless steel braced frames[J].Journal of Constructional Steel Research,2008,64(7-8):914-925
[23]GB/T 4237-2007不锈钢热轧钢板和钢带[S].北京:中国标准出版社,2007(GB/T 4237-2007Hot rolled stainless steel plate,sheet and strip[S].Beijing:China Standard Press,2007(in Chinese))
[24]GB 50068-2001建筑结构可靠度设计统一标准[S].北京:中国建筑工业出版社,2001(GB50068-2001 Unified standard for reliability design of building structures[S].Beijing:China Standard Press,2001(in Chinese)).