现浇再生混凝土框架模型结构地震损伤评估
|
摘要
基于完成的6层现浇再生混凝土(RAC)空间框架结构模型模拟地震试验,提出了再生混凝土框架结构地震破坏等级7级划分标准,明确了基于结构极限状态的抗震性能水平.采用变形和能量线性组合的双重破坏准则对再生混凝土框架结构进行抗震能力评估.结果表明:基于变形和能量线性组合的双参数地震损伤模型,能够很好地评估地震作用下再生混凝土框架结构的损伤发展过程,为基于性能的再生混凝土框架结构抗震优化设计提供了依据.
Based on the shaking table tests of a six-storey frame model structure made of recycled aggregate concrete(RAC),seven levels of standard for the grade classification of earthquake damage of the RAC frame structure were preliminarily put forward.The seismic performance level based on the structural damage limit state of the RAC frame structure was defined.Furthermore,a two-parameter seismic damage model based on the deformation and the accumulated energy dissipation was suggested to evaluate the aseismic capacity of the RAC frame structure.The results show that the two-parameter seismic damage model can well assess the damage process of the RAC frame structure system.The analysis results provide a basis for the performance-based aseismic optimum design of the RAC frame structures.
Based on the shaking table tests of a six-storey frame model structure made of recycled aggregate concrete(RAC),seven levels of standard for the grade classification of earthquake damage of the RAC frame structure were preliminarily put forward.The seismic performance level based on the structural damage limit state of the RAC frame structure was defined.Furthermore,a two-parameter seismic damage model based on the deformation and the accumulated energy dissipation was suggested to evaluate the aseismic capacity of the RAC frame structure.The results show that the two-parameter seismic damage model can well assess the damage process of the RAC frame structure system.The analysis results provide a basis for the performance-based aseismic optimum design of the RAC frame structures.
引文
[1]Applied Technology Council(ATC).Seismic evaluation and retrofit of existing concrete buildings[R].Redwood:California Seismic Safety Commission,1996.
[2]Federal Emergency Management Agency(FEMA).NEHRP guidelines for the seismic rehabilitation of building seismic safety council[R].Redwood:Building Seismic Safety Council,1997.
[3]Midorikawa M,Okawa I,Iiba M,et al.Performance-based seismic design code for buildings in Japan[J].Earthquake Engineering and Engineering Seismology,2003,4(1):15.
[4]王光远.工程结构与系统抗震优化设计的实用方法[M].北京:中国建筑工业出版社,1999.WANG Guangyuan.Practical methods of optimum aseismic design for engineering structure and systems[M].Beijing:China Architecture and Building Press,1999.
[5]中华人民共和国住房和城乡建设部.GB50011—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.GB50011—2010 Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010.
[6]Xiao J Z,Li W G,Fan Y H,et al.An overview of study on recycled aggregate concrete in China(1996—2011)[J].Construction and Building Materials,2012,31:364.
[7]中华人民共和国住房和城乡建设部.GB50010—2010混凝土结构设计规范[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.GB50010—2010 Code for design of concrete structures[S].Beijing:China Architecture and Building Press,2010.
[8]XIAO Jianzhuang,WANG Changqing,LI Jie,et al.Shaketable model tests on recycled aggregate concrete frame structure[J].ACI Structural Journal,2012,109(6):777.
[9]朱伯龙.结构抗震试验[M].北京:地震出版社,1989.ZHU Bolong.Seismic tests for structures[M].Beijing:Seismological Press,1989.
[10]Park Y J,Ang A H-S,Wen Y K.Damage-limiting aseismic design of buildings[J].Earthquake Spectra,1987,3(1):1.
[11]肖建庄,王长青,丁陶.再生混凝土框架结构抗震性能及其评价[J].土木工程学报,2013,46(8):55.XIAO Jianzhuang,WANG Changqing,DING Tao.Study and evaluation on the seismic performance of recycled aggregate concrete frame[J].China Civil Engineering Journal,2013,46(8):55.
[12]中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员.GB/T17742—2008中国地震烈度表[S].北京:中国标准出版社,2008.General Administration of Quality Supervision,Inspection and Quarantine of the People’s Republic of China,China National Standardization Management Committee.GB/T17742—2008The Chinese seismic intensity scale[S].Beijing:China Standard Press,2008.
[13]中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员.GB/T24335—2009建(构)筑物地震破坏等级划分[S].北京:中国标准出版社,2009.General Administration of Quality Supervision,Inspection and Quarantine of the People’s Republic of China,China National Standardization Management Committee.GB/T24335—2009Classification of earthquake damage to buildings and special structures[S].Beijing:China Standard Press,2009.
[14]Wen Y K,Kang Y J.Minimum building life-cycle cost design criteria I:methodology[J].Journal of Structural Engineering,ASCE,2001,127(3):330.
[15]李刚,程耿东.基于性能的结构抗震设计、理论、方法与应用[M].北京:科学出版社,2004.LI Gang,CHENG Gengdong.Performance-based seismic design,theory,method and application for structures[M].Beijing:Science Press,2004.
[16]Wen Y K,Kang Y J.Minimum building life-cycle cost design criteria II:applications[J].Journal of Structural Engineering,ASCE,2001,127(3):338.
[17]Park Y J,Ang A H-S.Mechanistic seismic damage model for reinforced concrete[J].Journal of Structural Engineering,ASCE,1985,111(ST4):722.
[18]欧进萍,牛狄涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].地震工程与工程震动,1990,10(4):27.OU Jinping,NIU Ditao,WANG Guangyuan.Fuzzy dynamical reliability analysis and design of multi-storey nonlinear aseismic steel structures[J].Earthquake Engineering and Engineering Vibration,1990,10(4):27.
[19]江近仁,孙景江.砖结构的地震破坏模型[J].地震工程与工程振动,1987,7(1):20.JIANG Jinren,SUN Jingjiang.Seismic damage model of brick structure[J].Earthquake Engineering and Engineering Vibration,1987,7(1):20.
[20]胡聿贤.地震工程学[M].北京:地震出版杜,1988.HU Yuxian.Earthquake Engineering[M].Beijing:Seismological Press,1988.
[2]Federal Emergency Management Agency(FEMA).NEHRP guidelines for the seismic rehabilitation of building seismic safety council[R].Redwood:Building Seismic Safety Council,1997.
[3]Midorikawa M,Okawa I,Iiba M,et al.Performance-based seismic design code for buildings in Japan[J].Earthquake Engineering and Engineering Seismology,2003,4(1):15.
[4]王光远.工程结构与系统抗震优化设计的实用方法[M].北京:中国建筑工业出版社,1999.WANG Guangyuan.Practical methods of optimum aseismic design for engineering structure and systems[M].Beijing:China Architecture and Building Press,1999.
[5]中华人民共和国住房和城乡建设部.GB50011—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.GB50011—2010 Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010.
[6]Xiao J Z,Li W G,Fan Y H,et al.An overview of study on recycled aggregate concrete in China(1996—2011)[J].Construction and Building Materials,2012,31:364.
[7]中华人民共和国住房和城乡建设部.GB50010—2010混凝土结构设计规范[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.GB50010—2010 Code for design of concrete structures[S].Beijing:China Architecture and Building Press,2010.
[8]XIAO Jianzhuang,WANG Changqing,LI Jie,et al.Shaketable model tests on recycled aggregate concrete frame structure[J].ACI Structural Journal,2012,109(6):777.
[9]朱伯龙.结构抗震试验[M].北京:地震出版社,1989.ZHU Bolong.Seismic tests for structures[M].Beijing:Seismological Press,1989.
[10]Park Y J,Ang A H-S,Wen Y K.Damage-limiting aseismic design of buildings[J].Earthquake Spectra,1987,3(1):1.
[11]肖建庄,王长青,丁陶.再生混凝土框架结构抗震性能及其评价[J].土木工程学报,2013,46(8):55.XIAO Jianzhuang,WANG Changqing,DING Tao.Study and evaluation on the seismic performance of recycled aggregate concrete frame[J].China Civil Engineering Journal,2013,46(8):55.
[12]中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员.GB/T17742—2008中国地震烈度表[S].北京:中国标准出版社,2008.General Administration of Quality Supervision,Inspection and Quarantine of the People’s Republic of China,China National Standardization Management Committee.GB/T17742—2008The Chinese seismic intensity scale[S].Beijing:China Standard Press,2008.
[13]中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员.GB/T24335—2009建(构)筑物地震破坏等级划分[S].北京:中国标准出版社,2009.General Administration of Quality Supervision,Inspection and Quarantine of the People’s Republic of China,China National Standardization Management Committee.GB/T24335—2009Classification of earthquake damage to buildings and special structures[S].Beijing:China Standard Press,2009.
[14]Wen Y K,Kang Y J.Minimum building life-cycle cost design criteria I:methodology[J].Journal of Structural Engineering,ASCE,2001,127(3):330.
[15]李刚,程耿东.基于性能的结构抗震设计、理论、方法与应用[M].北京:科学出版社,2004.LI Gang,CHENG Gengdong.Performance-based seismic design,theory,method and application for structures[M].Beijing:Science Press,2004.
[16]Wen Y K,Kang Y J.Minimum building life-cycle cost design criteria II:applications[J].Journal of Structural Engineering,ASCE,2001,127(3):338.
[17]Park Y J,Ang A H-S.Mechanistic seismic damage model for reinforced concrete[J].Journal of Structural Engineering,ASCE,1985,111(ST4):722.
[18]欧进萍,牛狄涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].地震工程与工程震动,1990,10(4):27.OU Jinping,NIU Ditao,WANG Guangyuan.Fuzzy dynamical reliability analysis and design of multi-storey nonlinear aseismic steel structures[J].Earthquake Engineering and Engineering Vibration,1990,10(4):27.
[19]江近仁,孙景江.砖结构的地震破坏模型[J].地震工程与工程振动,1987,7(1):20.JIANG Jinren,SUN Jingjiang.Seismic damage model of brick structure[J].Earthquake Engineering and Engineering Vibration,1987,7(1):20.
[20]胡聿贤.地震工程学[M].北京:地震出版杜,1988.HU Yuxian.Earthquake Engineering[M].Beijing:Seismological Press,1988.
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