基于性能的空间结构抗震设计研究现状与关键问题
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摘要
基于性能的抗震设计是结构抗震设计的发展趋势。以基于性能的结构抗震设计研究内容和发展趋势为背景,从地震危险性分析、结构反应性能参数确定、结构抗震性能水平划分及性能目标确定、基于性能的抗震设计方法等四个方面对国内外基于性能的空间结构抗震设计研究现状进行了总结。依据有效性和充分性原则研究确定适合于不同类型空间结构的标量式、向量式或其它形式的地震动参数,提出了空间结构反应性能参数确定中的关键问题。空间结构抗震性能水平划分研究中需要综合考虑结构及非结构构件因素,通过数值仿真和试验相结合的研究手段确定能够合理划分其性能水平的自定义综合式标量指标、向量式指标或者两者结合的指标,空间结构性能目标确定及抗震设计方法研究应基于可靠度理论及"投资-效益"准则。
The performance-based design is the development trend of seismic design.Based on the research topics and development trends of performance-based seismic design,the state-of-the-art of performance-based seismic design for spatial structures is provided,with subjects on seismic hazard analysis,structural response analysis,classification of performance levels and determination of performance objectives,performance-based seismic design methodology.Scalar,vector and other type of ground motion parameters for various types of spatial structures should be determined by efficiency and sufficiency principles,and the key issues in the research of seismic behavior of spatial structures are presented.In classifying the seismic performance levels of spatial structures,the structural and non-structural elements should be considered,and the numerical simulation and experimental methods should be used to determine the user-defined comprehensive index,vector-valued index or the index combining these two forms.The selection of performance objectives and the design methodology research should be based on the reliability theory and cost-effectiveness criterion.
The performance-based design is the development trend of seismic design.Based on the research topics and development trends of performance-based seismic design,the state-of-the-art of performance-based seismic design for spatial structures is provided,with subjects on seismic hazard analysis,structural response analysis,classification of performance levels and determination of performance objectives,performance-based seismic design methodology.Scalar,vector and other type of ground motion parameters for various types of spatial structures should be determined by efficiency and sufficiency principles,and the key issues in the research of seismic behavior of spatial structures are presented.In classifying the seismic performance levels of spatial structures,the structural and non-structural elements should be considered,and the numerical simulation and experimental methods should be used to determine the user-defined comprehensive index,vector-valued index or the index combining these two forms.The selection of performance objectives and the design methodology research should be based on the reliability theory and cost-effectiveness criterion.
引文
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[41]Nakazawa S,Kato S.Study on evaluation of seismic risk of gymnasia subjected to longitudinal earthquake motions based of elasto-plastic dynamic response analysis[C/CD]//Proceedings of the9th Asian Pacific Conference on Shell and Spatial Structures.Nagoya,Japan:Nagoya University,2009.
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[2]徐培福,戴国莹.超限高层建筑结构基于性能抗震设计的研究[J].土木工程学报,2005,38(1):1-10.(Xu Peifu,Dai Guoying.Performance-based seismic design of tall building structures beyond the code-specification[J].China Civil Engineering Journal,2005,38(1):1-10.(in Chinese))
[3]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.
[4]Ghobarah A.Performance-based design in earthquake engineering:State of development[J].Engineering Structures,2001,23(8):878-884.
[5]Chandler A M,Lam Nelson T K.Performance-based design in earthquake engineering:A multi-disciplinary review[J].Engineering Structures,2001,23(12):1525-1543.
[6]Deierlein G G.Overviewof a comprehensive framework for earthquake performance assessment[C]//Proceedings of the International Workshop on Performance-Based Seismic Design:Concepts and Implementation.Berkeley,CA:Pacific Earthquake Engineering Research Center,2004:15-26.
[7]Moehle J P.Deierlein G G.A framework methodology for performance-based earthquake engineering[C/CD]//Proceedings of13th WCEE.Vancouver,Canada:CAEE/ACGP,2004.
[8]李灿灿,陆洲导,李凌志.建筑结构基于性能的抗震设计[J].四川建筑科学研究,2005,31(5):99-102.(LI Cancan,LU Zhoudao,LI Lingzhi.Performance-based seismic design of structure[J].Building Science Research of Sichuan,2005,31(5):99-102.(in Chinese))
[9]马宏旺,吕西林.建筑结构基于性能抗震设计的几个问题[J].同济大学学报:自然科学版,2002,30(12):1429-1434.(MA Hongwang,LU Xilin.Some questions about performance-based seismic design[J].Journal of Tongji University:Natural Science,2002(12):1429-1434.(in Chinese))
[10]Krinitzsky E L.Deterministic versus probabilistic seismic hazard analysis for critical structures[J].Engineering Geology,1995,40(1-2):1-7.
[11]胡聿贤.地震工程学[M].第2版.北京:地震出版社,2006.
[12]Cornell C A.Engineering seismic hazard analysis[J].Bulletin of the Seismological Society of America,1968,59(5):1583-1606.
[13]McGuire R K.Probabilistic seismic hazard analysis:Early history[J].Earthquake Engineering and Structural Dynamics,2008,37(3):329-338.
[14]Abrahamson N A.Seismic hazard assessment:Problems with current practice and future developments[C]//Proceedings of the1st European Conference on Earthquake Engineering and Seismology.Geneva,Switzerland:Symporg SA,2006:11-27.
[15]Luco N,Cornell C A.Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions[J].Earthquake Spectra,2007,23(2):357-392.
[16]Cornell C A.Hazard,ground motions and probabilistic assessments for PBSD[C]//Proceedings of the International Workshop on Performance-Based Seismic Design:Concepts and Implementation.Berkeley,CA:Pacific Earthquake Engineering Research Center,2004:39-52.
[17]Kramer S L.Performance-based earthquake engineering:Opportunities and implications for geotechnical engineering practice[C]//Proceedings of the Conference of Geotechnical Earthquake Engineering and Soil Dynamics IV.Reston,VA:ASCE/Geo Institute,2008:1-32.
[18]Vamvatsikos D,Cornell C A.Incremental dynamic analysis[J].Earthquake Engineering and Structural Dynamics,2002,31(3):491-514.
[19]Kato S,Shomura M,Mukaiyama Y.Study on dynamic behaviour and collapse acceleration of single layer reticular domes subjected to horizontal and vertical earthquake motions[J].Journal of Structural and Construction Engineering,1995,477(11):87-96.
[20]沈世钊.大跨空间结构理论研究若干新进展[C]//结构防灾、监测与控制.北京:中国建筑工业出版社,2008:1-20.
[21]杜文风.基于性能的空间网壳结构设计理论研究[D].杭州:浙江大学,2007.(Du Wenfeng.Research on performance-based design theory of spatial latticed shell structures[D].Hangzhou:Zhejing University,2007.(in Chinese))
[22]Taniguchi Y,Gould P L,Kurano M.Earthquake input energy at dynamic collapse for double-layer cylindrical lattice roofs[J].Journal of the International Association for Shell and Spatial Structures,2008,49(2):89-96.
[23]Bazzurro P,Cornell C A.Vector-valued probabilistic seismic hazard analysis[C/CD]//Proceedings of the7th U.S.National Conference on Earthquake Engineering.Boston,Massachusetts:Earthquake Engineering Research Institute(EERI),2002.
[24]Baker J W,Cornell C A.Vector-valued intensity measures for pulse-like near-fault ground motions[J].Engineering Structures,2008,30(4):1048-1057.
[25]Baker J W,Cornell C A.Vector-valued intensity measures incorporating spectral shape for prediction of structural response[J].Journal of Earthquake Engineering,2008,12(4):534-554.
[26]Baker J W.Probabilistic structural response assessment using vector-valued intensity measures[J].Earthquake Engineering and Structural Dynamics,2007,36(13):1861-1883.
[27]Vamvatsikos D,Cornell C A.Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information[J].Earthquake Engineering and Structural Dynamics,2005,34(13):1573-1600.
[28]Baker J W,Cornell C A.Choice of a vector of ground motion intensity measures for seismic demand hazard analysis[C/CD]//Proceedings of the13th WCEE.Vancouver,Canada:CAEE/ACGP,2004.
[29]蓝天,张毅刚.大跨度屋盖结构抗震设计[M].北京:中国建筑工业出版社,2000.
[30]曹资,薛素铎.空间结构抗震理论与设计[M].北京:科学出版社,2005.
[31]Kato S,Nakazawa S,Minegishi T,et al.Dynamic collapse mechanism of single layer reticular domes with braces subjected to severe earthquake motions[C]//Proceedings of the IASS-MSUInternational Symposium.Istanbul,Turkey:Sanayi-i Nefise Vakfi,2000:319-326.
[32]Ishikawa K,Okubo S,Hiyama Y,et al.Evaluation method for predicting dynamic collapse of double layer latticed space truss structures due to earthquake motion[J].International Journal of Space Structures,2000,15(3-4):249-257.
[33]支旭东.网壳结构在强震下的失效机理[D].哈尔滨:哈尔滨工业大学,2006.(Zhi Xudong.Failure mechanism of reticulated dome under severe earthquakes[D].Harbin:Harbin Institute of Technology,2006.(in Chinese))
[34]何放龙,马自克.强震作用下双层球面网壳结构非线性动力响应分析[J].湖南大学学报:自然科学版,2007,34(10):1-5.(HE Fanglong,MA Zike.Nonlinear analysis of double-layer reticulated sphericaldome under strong earthquake motions[J].Journal of Hunan University:Naturnal Science,2007,34(10):1-5.(in Chinese))
[35]付智强.弦支穹顶结构动力灾变研究[D].杭州:浙江大学,2008.(Fu Zhiqiang.Research on dynamic failure of suspen-dome structure[D].Hangzhou:Zhejing University,2008.(in Chinese))
[36]杨飏,支旭东,范峰,等.短程线网壳结构强震作用下的动力强度破坏[J].哈尔滨工业大学学报,2008,40(12):1878-1882.(YANG Yang,ZHI Xudong,FAN Feng,et al.Dynamic strength failure of geodesic latticed shells subjected to severe earthquake actions[J].Journal of Harbin Institute of Technology,2008,40(12):1878-1882.(in Chinese))
[37]支旭东,吴金妹,范峰,等.考虑材料损伤累积单层柱面网壳在强震下的失效研究[J].计算力学学报,2008,25(6):770-775.(ZHI Xudong,WU Jinmei,FAN Feng,et al.Failure of single-layer reticulated cylindrical shells subjected to earthquakes[J].Chinese Journal of Computational Mechanics,2008,25(6):770-775.(in Chinese))
[38]Yang Dabin,Zhang Yigang,Wu Jinzhi.Seismic performance assessment of single-layer latticed dome using IDA[C/CD]//Proceedings of the9th Asian Pacific Conference on Shell and Spatial Structures.Nagoya,Japan:Nagoya University,2009.
[39]Kato S,Nakazawa S.Seismic risk analysis of large lattice dome supported by buckling restrained braces[C/CD]//Proceedings of the6th International Conference on Computation of Shell&Spatial Structures.NY,USA:IASS-IACM,2008.
[40]Nakazawa S,Kato S,Shibata R.Seismic risk evaluation of spatial structures by using grid computing system[C/CD]//Proceedings of the International Association for Shell and Spatial Structures(IASS)Symposium.Valencia,Spain:CEDEX,2009.
[41]Nakazawa S,Kato S.Study on evaluation of seismic risk of gymnasia subjected to longitudinal earthquake motions based of elasto-plastic dynamic response analysis[C/CD]//Proceedings of the9th Asian Pacific Conference on Shell and Spatial Structures.Nagoya,Japan:Nagoya University,2009.
[42]Zhi X D,Fan F,Shen S Z.Failure mechanisms of single-layer reticulated domes subjected to earthquakes[J].Journal of the International Association for Shell and Spatial Structures,2007,48(1):29-44.
[43]史义博,支旭东,范峰,等.单层球面网壳在强震作用下的损伤模型[J].哈尔滨工业大学学报,2008,40(12):1874-1877.(Shi Yibo,Zhi Xudong,Fan Feng,et al.A damage model of single-layer reticulated domes under severe earthquakes[J].Journal of Harbin Institute of Technology,2008,40(12):1874-1877.(in Chinese))
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