框架-核心筒结构双重抗震防线研究综述
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摘要
为保证框架-核心筒结构双重抗震防线的安全,中国规范对外框架按照刚度分担的剪力比例进行了限制,实际设计过程中,很多工程很难满足规范限值要求。对该体系双重抗震防线的相关研究进行了梳理总结,分别从震害、振动台试验和数值分析角度进行了阐述,指明不同研究方法在该问题上存在的不足和局限性。讨论了当前研究中存在的问题和对执行规范过程中的不同理解;从基于性能抗震设计的角度,提出双重抗震防线应达到的合理目标,并对今后应开展的研究和主要焦点进行了展望。
To ensure the double earthquake fortification lines' safety of frame-core tube structure,the distribution ratio limits of shear force in external frame calculated according to the stiffness was proposed in Chinese code.In the actual design process,it is difficult to meet the specification limits for many engineering projects.In this article,from the earthquake damage,shaking table test and numerical analysis point of view,related studies about the double seismic defence line of frame-core tube structure were summarized,and the deficiencies and limitations of different studies on the problem are specified.The issues that exist in the current study anddifferent understandings of the specification were discussed.Based on the performance-based seismic concept,the reasonable target of double seismic defence was proposed,and the research that should be carried out and the main focus have been prospected.
To ensure the double earthquake fortification lines' safety of frame-core tube structure,the distribution ratio limits of shear force in external frame calculated according to the stiffness was proposed in Chinese code.In the actual design process,it is difficult to meet the specification limits for many engineering projects.In this article,from the earthquake damage,shaking table test and numerical analysis point of view,related studies about the double seismic defence line of frame-core tube structure were summarized,and the deficiencies and limitations of different studies on the problem are specified.The issues that exist in the current study anddifferent understandings of the specification were discussed.Based on the performance-based seismic concept,the reasonable target of double seismic defence was proposed,and the research that should be carried out and the main focus have been prospected.
引文
[1]International Code Council Inc.IBC—2000International Building Code[S].USA:2000
[2]中华人民共和国住房和城乡建设部.JGJ 3—2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2011.Ministry of Housing and Urban-Rural Development of the People’s Republic of China.JGJ 3—2010 Technical specification for concrete structures of tall building[S].Beijing:China Architecture and Building Press,2011.(in Chinese)
[3]中华人民共和国住房和城乡建设部.GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.Ministry of Housing and Urban-Rural Development of the People’s Republic of China.GB 50011—2010Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010.(in Chinese)
[4]包世华,方鄂华.高层建筑结构设计[M].北京:清华大学出版社,1990.
[5]沈蒲生.高层建筑结构设计[M].北京:中国建筑工业出版社,2011.
[6]徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
[7]傅学怡.整浇钢筋混凝土建筑结构抗震设计理念探究[J].建筑结构,2005,35(5):9-12.Fu Xueyi.Update philosophy of cast-in-situ RC building structure analysis design[J].Building Structure,2005,35(5):9-12.(in Chinese)
[8]梁兴文,董振平,王应生,等.汶川地震中离震中较远地区的高层建筑的震害[J].地震工程与工程振动,2009,29(1):24-31.Liang Xingwen,Dong Zhenping,Wang Yingsheng,et al.Damage to tall buildings in areas with large epicentral distance during M8.0 Wenchuan Earthquake[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(1):24-31.(in Chinese)
[9]周颖,吕西林.智利地震钢筋混凝土高层建筑震害对我国高层结构设计的启示[J].建筑结构学报,2011,32(5):17-23.Zhou Ying,Lu Xilin.Lessons learnt from damages of reinforced concrete tall buildings in Chile Earthquake and revelations to structural design in China[J].Journal of Building Structures,2011,32(5):17-23.(in Chinese)
[10]Naeim F,Lew M,Carpenter L D,et al.Performance of tall buildings in Santiago,Chile during the 27 February 2010 Offshore Maule,Chile Earthquake[J].Structural Design of Tall and Special Buildings,2011,20(11):1-16.
[11]ACI 318-95 Building code requirements for structural concrete[S].1995.
[12]龚炳年,郝锐坤,赵宁.钢-混凝土混合结构模型试验研究[J].建筑科学,1994,(1):10-14Gong Bingnian,Hao Ruikun,Zhao Ning.Experimental investigation of a 23-storey steel-RC combined structure model[J].Building Science,1994,(1):10-14.(in Chinese)
[13]龚炳年,郝锐坤,赵宁.钢-混凝土混合结构模型动力特性的试验研究[J].建筑结构学报,1995,16(3):37-43.Gong Bingnian,Hao Ruikun,Zhao Ning.Experimental investigations of the dynamic characteristics of a23-storey steel-RC mixed structure model[J].Journal of Building Structures,1995,16(3):37-43.(in Chinese)
[14]李国强,周向明,丁翔.高层建筑钢-混凝土混合结构模型模拟地震振动台试验研究[J].建筑结构学报,2001,22(2):2-7Li Guoqiang,Zhou Xiangming,Ding Xiang.Shaking table study on a model of steel-concrete hybrid structure tall buildings[J].Journal of Building Structures,2001,22(2):2-7.(in Chinese)
[15]储德文,梁博,王明贵.钢框架-混凝土筒体混合结构抗震性能振动台试验研究[J].建筑结构,2005,35(8):69-72Chu Dewen,Liang Bo,Wang Minggui.Experimental investigation of steel frame-concrete core wall structure on shaking table[J].Building Structure,2005,35(8):69-72.(in Chinese)
[16]徐培福,薛彦涛,肖从真,等.高层型钢混凝土框筒混合结构抗震性能试验研究[J].建筑结构,2005,35(5):3-8.Xu Peifu,Xue Yantao,Xiao Congzhen,et al.Experimental study on seismic performance of high-rise SRC hybrid structures[J].Building Structure,2005,35(5):3-8.(in Chinese)
[17]龚治国,吕西林,卢文胜,等.混合结构体系高层建筑模拟地震振动台试验研究[J].地震工程与工程振动,2004,24(4):99-105.Gong Zhiguo,Lu Xilin,Lu Wensheng,et al.Shaking table model test of a hybrid high-rise building structure[J].Earthquake Engineering and Engineering Vibration,2004,24(4):99-105.(in Chinese)
[18]邹昀,吕西林,钱江.上海环球金融中心大厦结构抗震性能研究[J].建筑结构学报,2006,27(6):74-80Zou Yun,Lu Xilin,Qian Jiang.Study on seismic behavior of Shanghai World Financial Center Tower[J].Journal of Building Structures,2006,27(6):74-80.(in Chinese)
[19]吕西林,殷小溦,蒋欢军,等.某钢管混凝土框架-核心筒结构振动台模型试验[J].中南大学学报(自然科学版),2012,43(1):328-337.Lu Xilin,Yin Xiaowei,Jiang Huanjun,et al.Shaking table test on super-tall building with CFT frame and composite core wall[J].Journal of Central South University(Science and Technology),2012,43(1):328-337.(in Chinese)
[20]周颖,于健,吕西林,等.高层钢框架-混凝土核心筒混合结构振动台试验研究[J].地震工程与工程振动,2012,32(2):98-105.Zhou Ying,Yu Jian,Lu Xilin,et al.Shaking table model test of a high-rise hybrid structure building with steel frame-concrete core wall[J].Journal of Earthquake Engineering and Engineering Vibration,2012,32(2):98-105.(in Chinese)
[21]钱稼茹,魏勇,蔡益燕,等.外钢框架-混凝土核心筒结构协同受力性能研究[J].建筑结构,2006,36(增刊):9/1-9/7Qian Jiaru,Wei Yong,Cai Yiyan,et al.Study on cooperative working performance of reinforced concrete core wall-steel frame hybrid structures[J].Building Structure,2006,36(S.):9/1-9/7.(in Chinese)
[22]钱稼茹,魏勇,蔡益燕,等.钢框架-混凝土核心筒结构框架地震设计剪力标准值研究[J].建筑结构,2008,38(3):1-5.Qian Jiaru,Wei Yong,Cai Yiyan,et al.Study on seismic design shear force for frame of steel frameconcrete core wall structures[J].Building Structure,2008,38(3):1-5.(in Chinese)
[23]曹倩,汪洋,赵宏.复杂高层结构体系二道防线的探讨[J].建造结构,2011,41(增刊):331-335.Cao Qian,Wang Yang,Zhao Hong.Discussion on the dual defense system applied in structurally complicated high-rise building[J].Building Structure,2011,41(S.):331-335.(in Chinese)
[24]王焕诚.考虑剪力分担率的钢框架组合墙结构安全性探析[J].建筑安全,2009(9):51-52.
[25]刘阳冰,刘晶波.组合框架-核心筒结构地震反应初步规律研究[J].河海大学学报(自然科学),2011,39(2):148-153.Liu Yangbing,Liu Jingbo,Han Qiang.Preliminary study on seismic response of composite frame-core wall structures[J].Journal of Hohai University(Natural Sciences),2011,39(2):148-153.(in Chinese)
[26]Aukeman L J,Laursen P.Evaluation of the ASCE 7-05 standard for dual systems:response history analysis of a tall buckling-restrained braced frame dual system[C].Structures Congress 2011,ASCE,2011,2707-2717.
[27]American Society of Civil Engineers(ASCE).ASCE7-05 Minimum Design Loads for Buildings and Other Structures[S].Reston Virginia,U S,American Society of Civil Engineers,2006.
[28]缪志伟,叶列平,吴耀辉,等.框架-核心筒高层混合结构抗震性能评价及破坏模式分析[J].2009,39(4):1-6.Miao Zhiwei,Ye Lieping,Wu Yaohui,et al.Seismic performances and failure mode analysis of hybrid frame-core tube structures[J].Building Structure,2009,39(4):1-6.(in Chinese)
[29]钟华.框-剪结构中剪力墙刚度退化对框架内力的影响[J].四川建筑科学研究,2010,36(6):50-52.Zhong Hua.The effects on internal forces of frame due to the stiff degenerating of wall[J].Sichuan Building Science,2010,36(6):50-52.(in Chinese)
[30]刘大海,杨翠如,钟锡根.高层建筑抗震设计[M].北京:中国建筑工业出版社,1996.
[31]刘建新.高层框-剪结构中框架地震内力的确定.建筑结构学报,1999,20(3):15-22Liu Jianxin.Determination of seismic forces acting on frame in high-rise frame-shear wall structures[J].Journal of Building Structures,1999,20(3):15-22.(in Chinese)
[32]刘英.钢框架-混凝土核心筒组合结构抗震性能研究[D].北京:北京工业大学,1999.Liu Ying.Research on seismic resistance capacity of steel frame-concrete core tube structure[D].Beijing:Beijing University of Technology,1999.(in Chinese)
[33]International Conference of Building Officials.UBC-19971997 Uniform building code[S].USA,1997
[34]Applied Technology Council.ATC-3-06 Tentative Provisions for the Development of Seismic Regulations for Buildings[S].U S:Government Printing Office,Washington:DC,1978.
[35]广东省住房和城乡建设厅.DBJ15—92—2013高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2013.Department of Housing and Urban-Rural Development of Guangdong Province.DBJ15—92—2013 Technical specification for concrete structures of tall building[S].Beijing:China Architecture and Building Press,2013.(in Chinese)
[36]安东亚.框架-核心筒结构外框地震剪力比例系数影响规律探讨[R].第十届中日建筑结构技术交流会.南京:中日建筑结构技术交流会,2013.
[2]中华人民共和国住房和城乡建设部.JGJ 3—2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2011.Ministry of Housing and Urban-Rural Development of the People’s Republic of China.JGJ 3—2010 Technical specification for concrete structures of tall building[S].Beijing:China Architecture and Building Press,2011.(in Chinese)
[3]中华人民共和国住房和城乡建设部.GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.Ministry of Housing and Urban-Rural Development of the People’s Republic of China.GB 50011—2010Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010.(in Chinese)
[4]包世华,方鄂华.高层建筑结构设计[M].北京:清华大学出版社,1990.
[5]沈蒲生.高层建筑结构设计[M].北京:中国建筑工业出版社,2011.
[6]徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
[7]傅学怡.整浇钢筋混凝土建筑结构抗震设计理念探究[J].建筑结构,2005,35(5):9-12.Fu Xueyi.Update philosophy of cast-in-situ RC building structure analysis design[J].Building Structure,2005,35(5):9-12.(in Chinese)
[8]梁兴文,董振平,王应生,等.汶川地震中离震中较远地区的高层建筑的震害[J].地震工程与工程振动,2009,29(1):24-31.Liang Xingwen,Dong Zhenping,Wang Yingsheng,et al.Damage to tall buildings in areas with large epicentral distance during M8.0 Wenchuan Earthquake[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(1):24-31.(in Chinese)
[9]周颖,吕西林.智利地震钢筋混凝土高层建筑震害对我国高层结构设计的启示[J].建筑结构学报,2011,32(5):17-23.Zhou Ying,Lu Xilin.Lessons learnt from damages of reinforced concrete tall buildings in Chile Earthquake and revelations to structural design in China[J].Journal of Building Structures,2011,32(5):17-23.(in Chinese)
[10]Naeim F,Lew M,Carpenter L D,et al.Performance of tall buildings in Santiago,Chile during the 27 February 2010 Offshore Maule,Chile Earthquake[J].Structural Design of Tall and Special Buildings,2011,20(11):1-16.
[11]ACI 318-95 Building code requirements for structural concrete[S].1995.
[12]龚炳年,郝锐坤,赵宁.钢-混凝土混合结构模型试验研究[J].建筑科学,1994,(1):10-14Gong Bingnian,Hao Ruikun,Zhao Ning.Experimental investigation of a 23-storey steel-RC combined structure model[J].Building Science,1994,(1):10-14.(in Chinese)
[13]龚炳年,郝锐坤,赵宁.钢-混凝土混合结构模型动力特性的试验研究[J].建筑结构学报,1995,16(3):37-43.Gong Bingnian,Hao Ruikun,Zhao Ning.Experimental investigations of the dynamic characteristics of a23-storey steel-RC mixed structure model[J].Journal of Building Structures,1995,16(3):37-43.(in Chinese)
[14]李国强,周向明,丁翔.高层建筑钢-混凝土混合结构模型模拟地震振动台试验研究[J].建筑结构学报,2001,22(2):2-7Li Guoqiang,Zhou Xiangming,Ding Xiang.Shaking table study on a model of steel-concrete hybrid structure tall buildings[J].Journal of Building Structures,2001,22(2):2-7.(in Chinese)
[15]储德文,梁博,王明贵.钢框架-混凝土筒体混合结构抗震性能振动台试验研究[J].建筑结构,2005,35(8):69-72Chu Dewen,Liang Bo,Wang Minggui.Experimental investigation of steel frame-concrete core wall structure on shaking table[J].Building Structure,2005,35(8):69-72.(in Chinese)
[16]徐培福,薛彦涛,肖从真,等.高层型钢混凝土框筒混合结构抗震性能试验研究[J].建筑结构,2005,35(5):3-8.Xu Peifu,Xue Yantao,Xiao Congzhen,et al.Experimental study on seismic performance of high-rise SRC hybrid structures[J].Building Structure,2005,35(5):3-8.(in Chinese)
[17]龚治国,吕西林,卢文胜,等.混合结构体系高层建筑模拟地震振动台试验研究[J].地震工程与工程振动,2004,24(4):99-105.Gong Zhiguo,Lu Xilin,Lu Wensheng,et al.Shaking table model test of a hybrid high-rise building structure[J].Earthquake Engineering and Engineering Vibration,2004,24(4):99-105.(in Chinese)
[18]邹昀,吕西林,钱江.上海环球金融中心大厦结构抗震性能研究[J].建筑结构学报,2006,27(6):74-80Zou Yun,Lu Xilin,Qian Jiang.Study on seismic behavior of Shanghai World Financial Center Tower[J].Journal of Building Structures,2006,27(6):74-80.(in Chinese)
[19]吕西林,殷小溦,蒋欢军,等.某钢管混凝土框架-核心筒结构振动台模型试验[J].中南大学学报(自然科学版),2012,43(1):328-337.Lu Xilin,Yin Xiaowei,Jiang Huanjun,et al.Shaking table test on super-tall building with CFT frame and composite core wall[J].Journal of Central South University(Science and Technology),2012,43(1):328-337.(in Chinese)
[20]周颖,于健,吕西林,等.高层钢框架-混凝土核心筒混合结构振动台试验研究[J].地震工程与工程振动,2012,32(2):98-105.Zhou Ying,Yu Jian,Lu Xilin,et al.Shaking table model test of a high-rise hybrid structure building with steel frame-concrete core wall[J].Journal of Earthquake Engineering and Engineering Vibration,2012,32(2):98-105.(in Chinese)
[21]钱稼茹,魏勇,蔡益燕,等.外钢框架-混凝土核心筒结构协同受力性能研究[J].建筑结构,2006,36(增刊):9/1-9/7Qian Jiaru,Wei Yong,Cai Yiyan,et al.Study on cooperative working performance of reinforced concrete core wall-steel frame hybrid structures[J].Building Structure,2006,36(S.):9/1-9/7.(in Chinese)
[22]钱稼茹,魏勇,蔡益燕,等.钢框架-混凝土核心筒结构框架地震设计剪力标准值研究[J].建筑结构,2008,38(3):1-5.Qian Jiaru,Wei Yong,Cai Yiyan,et al.Study on seismic design shear force for frame of steel frameconcrete core wall structures[J].Building Structure,2008,38(3):1-5.(in Chinese)
[23]曹倩,汪洋,赵宏.复杂高层结构体系二道防线的探讨[J].建造结构,2011,41(增刊):331-335.Cao Qian,Wang Yang,Zhao Hong.Discussion on the dual defense system applied in structurally complicated high-rise building[J].Building Structure,2011,41(S.):331-335.(in Chinese)
[24]王焕诚.考虑剪力分担率的钢框架组合墙结构安全性探析[J].建筑安全,2009(9):51-52.
[25]刘阳冰,刘晶波.组合框架-核心筒结构地震反应初步规律研究[J].河海大学学报(自然科学),2011,39(2):148-153.Liu Yangbing,Liu Jingbo,Han Qiang.Preliminary study on seismic response of composite frame-core wall structures[J].Journal of Hohai University(Natural Sciences),2011,39(2):148-153.(in Chinese)
[26]Aukeman L J,Laursen P.Evaluation of the ASCE 7-05 standard for dual systems:response history analysis of a tall buckling-restrained braced frame dual system[C].Structures Congress 2011,ASCE,2011,2707-2717.
[27]American Society of Civil Engineers(ASCE).ASCE7-05 Minimum Design Loads for Buildings and Other Structures[S].Reston Virginia,U S,American Society of Civil Engineers,2006.
[28]缪志伟,叶列平,吴耀辉,等.框架-核心筒高层混合结构抗震性能评价及破坏模式分析[J].2009,39(4):1-6.Miao Zhiwei,Ye Lieping,Wu Yaohui,et al.Seismic performances and failure mode analysis of hybrid frame-core tube structures[J].Building Structure,2009,39(4):1-6.(in Chinese)
[29]钟华.框-剪结构中剪力墙刚度退化对框架内力的影响[J].四川建筑科学研究,2010,36(6):50-52.Zhong Hua.The effects on internal forces of frame due to the stiff degenerating of wall[J].Sichuan Building Science,2010,36(6):50-52.(in Chinese)
[30]刘大海,杨翠如,钟锡根.高层建筑抗震设计[M].北京:中国建筑工业出版社,1996.
[31]刘建新.高层框-剪结构中框架地震内力的确定.建筑结构学报,1999,20(3):15-22Liu Jianxin.Determination of seismic forces acting on frame in high-rise frame-shear wall structures[J].Journal of Building Structures,1999,20(3):15-22.(in Chinese)
[32]刘英.钢框架-混凝土核心筒组合结构抗震性能研究[D].北京:北京工业大学,1999.Liu Ying.Research on seismic resistance capacity of steel frame-concrete core tube structure[D].Beijing:Beijing University of Technology,1999.(in Chinese)
[33]International Conference of Building Officials.UBC-19971997 Uniform building code[S].USA,1997
[34]Applied Technology Council.ATC-3-06 Tentative Provisions for the Development of Seismic Regulations for Buildings[S].U S:Government Printing Office,Washington:DC,1978.
[35]广东省住房和城乡建设厅.DBJ15—92—2013高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2013.Department of Housing and Urban-Rural Development of Guangdong Province.DBJ15—92—2013 Technical specification for concrete structures of tall building[S].Beijing:China Architecture and Building Press,2013.(in Chinese)
[36]安东亚.框架-核心筒结构外框地震剪力比例系数影响规律探讨[R].第十届中日建筑结构技术交流会.南京:中日建筑结构技术交流会,2013.
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