结构动力分析实际地震动输入的选择与能量评价
摘要
针对结构动力分析过程中实际地震动记录的合理选择问题,对选择实际地震动记录的思路、选择过程中数据库的建立及记录的筛选、选择地震动记录的原则、幅值调整和样本数量等问题进行了分析,提出了采用遗传算法和贪婪算法相结合的方式优化选择地震动记录样本的方法,对目前采用匹配设计加速度谱方法选择的实际地震动记录的输入能量特征进行了分析.采用所提出的优化选择方法可以使选择的记录均值谱与目标谱在控制周期段内较好的吻合,各记录反应谱之间的离散性较小,而且可以控制重要周期段各周期点均具有比限值更小的误差.考虑结构的累积损伤或分析具有明显耗散特性元件的结构,采用仅匹配加速度设计谱选择的记录并不适用,建议了考虑输入能量需求选择地震动输入的方法.
引文
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2王亚勇,刘小弟,程民宪.建筑结构时程分析法输入地震波的研究.建筑结构学报,1991,2:51–60
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5Kurama Y C,Farrow K T.Ground motion scaling methods for different site conditions and structure characteristics.Earthquake Engng Struct Dyn,2003,32:2425–2450
6Krinitzsky E L.How to obtain earthquake ground motions for engineering design.Eng Geol,2002,65:1–16
7Zhai C H,Xie L L.A new approach of selecting real input ground motions for seismic design:The most unfavourable real seismic design ground motions.Earthquake Engng Struct Dyn,2007,36:1009–1027
8Lee L H,Lee H H,Han S W.Method of selecting design earthquake ground motions for tall buildings.Struct Design Tall Build,2000,9:201–213
9王国新,李宏男,赵真,等.结构动力反应分析中的地震动输入问题研究.沈阳建筑大学学报(自然科学版),2008,24:993–998
10Naeim F,Alimoradi A,Pezeshk S.Selection and scaling of ground motion time histories for structural design using genetic algorithms.Earthq Spectra,2004,20:413–426
11Bommer J J,Martínez-Pereira A.The effective duration of earthquake strong motion.J Earthquake Eng,1999,3:127–172
12Manfredi G.Evaluation of seismic energy demand.Earthquake Engng Struct Dyn,2001,30:485–499
13Decanini L D,Mollaioli F.An energy-based methodology for the assessment of seismic demand.Soil Dyn Earthq Eng,2001,21:113–137
14Surahman A.Earthquake-resistant structural design through energy demand and capacity.Earthquake Engng Struct Dyn,2007,36:2099–2117
15Bojorquez E,Ruiz S E,Teran-Gilmore A.Reliability-based evaluation of steel structures using energy concepts.Eng Struct,2008,30:1745–1759
16杨溥,李英民,赖明.结构时程分析法输入地震波的选择控制指标.土木工程学报,2000,33:33–37
17European Committee for Standardization.Eurocode8:Design Provisions for Earthquake Resistance of Structures,Part1.1:General Rules,Seismic Actions and Rules for Buildings.Brussels:Comite European de Normalization,2003
18International Council of Building Officials.Uniform Building Code1997.Washington:International Conference Of Building Officials,1997
19Fahjan Y M.Selection and scaling of real earthquake accelerograms to fit the Turkish design spectra.Digest 2008,2008,19:1231–1250
20International Council of Building Officials.Uniform Building Code 1994.Washington:International Conference Of Building Officials,1994
21Shome N,Cornell A,Bazzurro P,et al.Earthquakes,records,and nonlinear responses.Earhq Spectra,1998,14:469–498
22Camp C V,Pezeshk S,Cao G.Optimized design of two-dimensional structures using a genetic algorithm.J Struct Eng,1998,124:551–559
23周明,孙树栋.遗传算法原理及应用.北京:国防工业出版社,1999.15–52
24Koutsoupias E,Papadimitriou C H.On the greedy algorithm for satisfiability.Inf Proc Lett,1992,43:53–55
25王德才,叶献国,常磊.考虑场地条件与设计地震分组的输入能量谱研究.地震学报,2011,33:91–102
26王德才.基于能量分析的地震动输入选择及能量谱研究.博士学位论文.合肥:合肥工业大学,2010.58–68
2王亚勇,刘小弟,程民宪.建筑结构时程分析法输入地震波的研究.建筑结构学报,1991,2:51–60
3Bommer J J,Acevedo B.The use of real earthquake accelerograms as input to dynamic analysis.J Earthquake Eng,2004,8:43–91
4Iervolino I,Cornell C A.Record selection for nonlinear seismic analysis of structures.Earthq Spectra,2005,21:685–713
5Kurama Y C,Farrow K T.Ground motion scaling methods for different site conditions and structure characteristics.Earthquake Engng Struct Dyn,2003,32:2425–2450
6Krinitzsky E L.How to obtain earthquake ground motions for engineering design.Eng Geol,2002,65:1–16
7Zhai C H,Xie L L.A new approach of selecting real input ground motions for seismic design:The most unfavourable real seismic design ground motions.Earthquake Engng Struct Dyn,2007,36:1009–1027
8Lee L H,Lee H H,Han S W.Method of selecting design earthquake ground motions for tall buildings.Struct Design Tall Build,2000,9:201–213
9王国新,李宏男,赵真,等.结构动力反应分析中的地震动输入问题研究.沈阳建筑大学学报(自然科学版),2008,24:993–998
10Naeim F,Alimoradi A,Pezeshk S.Selection and scaling of ground motion time histories for structural design using genetic algorithms.Earthq Spectra,2004,20:413–426
11Bommer J J,Martínez-Pereira A.The effective duration of earthquake strong motion.J Earthquake Eng,1999,3:127–172
12Manfredi G.Evaluation of seismic energy demand.Earthquake Engng Struct Dyn,2001,30:485–499
13Decanini L D,Mollaioli F.An energy-based methodology for the assessment of seismic demand.Soil Dyn Earthq Eng,2001,21:113–137
14Surahman A.Earthquake-resistant structural design through energy demand and capacity.Earthquake Engng Struct Dyn,2007,36:2099–2117
15Bojorquez E,Ruiz S E,Teran-Gilmore A.Reliability-based evaluation of steel structures using energy concepts.Eng Struct,2008,30:1745–1759
16杨溥,李英民,赖明.结构时程分析法输入地震波的选择控制指标.土木工程学报,2000,33:33–37
17European Committee for Standardization.Eurocode8:Design Provisions for Earthquake Resistance of Structures,Part1.1:General Rules,Seismic Actions and Rules for Buildings.Brussels:Comite European de Normalization,2003
18International Council of Building Officials.Uniform Building Code1997.Washington:International Conference Of Building Officials,1997
19Fahjan Y M.Selection and scaling of real earthquake accelerograms to fit the Turkish design spectra.Digest 2008,2008,19:1231–1250
20International Council of Building Officials.Uniform Building Code 1994.Washington:International Conference Of Building Officials,1994
21Shome N,Cornell A,Bazzurro P,et al.Earthquakes,records,and nonlinear responses.Earhq Spectra,1998,14:469–498
22Camp C V,Pezeshk S,Cao G.Optimized design of two-dimensional structures using a genetic algorithm.J Struct Eng,1998,124:551–559
23周明,孙树栋.遗传算法原理及应用.北京:国防工业出版社,1999.15–52
24Koutsoupias E,Papadimitriou C H.On the greedy algorithm for satisfiability.Inf Proc Lett,1992,43:53–55
25王德才,叶献国,常磊.考虑场地条件与设计地震分组的输入能量谱研究.地震学报,2011,33:91–102
26王德才.基于能量分析的地震动输入选择及能量谱研究.博士学位论文.合肥:合肥工业大学,2010.58–68
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