高层钢框架结构地震失效模式优化及损伤控制研究进展
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摘要
控制结构损伤过程和失效模式,避免结构发生整体倒塌,对提高结构的抗震安全性,降低地震时人员伤亡和财产损失,具有重要意义。全面综述了国内外有关材料、构件和结构三个层次的结构损伤准则,结构失效模式优化以及结构损伤控制的研究成果,分析了研究中存在的问题,并展望了未来的研究方向。认为采用材料损伤本构模型加权组合得到结构损伤准则的方法是可行的;而结构失效模式优化应在结构精细化数值模拟的基础上,重点研究目标函数与优化过程的相关性,以提高优化的收敛速度;关于结构损伤控制,应研究高效、稳定、能考虑结构强非线性的半主动控制算法,并对其有效性和可行性进行试验验证。
Controlling the damage process and failure mode,avoiding the global collapse,and increasing the seismic safety of the structure are of great significance to the casualty reduction and seismic loss mitigation.In this paper,a full review of the research on structural damage criteria in terms of material,structural member and global structure,the structural failure mode optimization,and structural damage control theory and strategy in China and other countries were carried out.The existing problems and the future research trend were also pointed out.It is concluded that,the global damage criteria of structure can be combined with the weighted local damage indices calculated using the damage material models.For the failure mode optimization,the key point is to increase the dependency of the objective function and the optimization process to accelerate the convergence rate based on the refined numerical simulation.For the damage control,the efficient,stable,and strong nonlinear semi-active control strategy is the research concentration,and the effectiveness and feasibility of the control method should be verified by experiments.
Controlling the damage process and failure mode,avoiding the global collapse,and increasing the seismic safety of the structure are of great significance to the casualty reduction and seismic loss mitigation.In this paper,a full review of the research on structural damage criteria in terms of material,structural member and global structure,the structural failure mode optimization,and structural damage control theory and strategy in China and other countries were carried out.The existing problems and the future research trend were also pointed out.It is concluded that,the global damage criteria of structure can be combined with the weighted local damage indices calculated using the damage material models.For the failure mode optimization,the key point is to increase the dependency of the objective function and the optimization process to accelerate the convergence rate based on the refined numerical simulation.For the damage control,the efficient,stable,and strong nonlinear semi-active control strategy is the research concentration,and the effectiveness and feasibility of the control method should be verified by experiments.
引文
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[16]Elenas A.Correlation between seismic accelerationparameters and overall structural damage indices ofbuildings[J].Soil Dynamics and EarthquakeEngineering,2000,20(1/2/3/4):93-100.
[17]Park Y J,Ang A H S,Wen Y K.Seismic damageanalysis of reinforced concrete buildings[J].Journal ofStructural Engineering,ASCE,1985,111(4):740-757.
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[19]Kunnath S K,Reinhorn A M,Park Y J.Analyticalmodeling of inelastic seismic response of R/C structures[J].Journal of Structural Engineering,ASCE,116(4):996-1017.
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[21]吴波,欧进萍.钢筋混凝土结构在主余震作用下的反应与损伤分析[J].建筑结构学报,1993,14(10):45-53.(WU Bo,OU Jinping.Reaction anddamage analysis of the RC structure on majorearthquake and after shock[J].Journal of BuildingStructures,1993,14(10):45-53.(in Chinese))
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[23]Wongprasert N,Symans M D.Application of a geneticalgorithm for optimal damper distribution within thenonlinear seismic benchmark building[J].Journal ofEngineering Mechanics,ASCE,2004,130(4):401-406.
[24]Pezeshk S.Design of framed structures:an integratednon-linear analysis and optimal minimum weight design[J].International Journal for Numerical Methods inEngineering,1998,41(3):459-471.
[25]Schmit LA.Structural design by systematic synthesis[C]//Proceedings of the 2nd Conference on ElectronicComputation.New York:ASCE,1960:105-122.
[26]Chan C M,Zou X K.Elastic and inelastic driftperformance optimization for reinforced concretebuildings under earthquake loads[J].EarthquakeEngineering and Structural Dynamics,2004,33(8):929-950.
[27]Ganzerli S,Pantelides C P,Reaveley L D.Performance-based design using structural optimization[J].Earthquake Engineering and Structural Dynamics,2000,29(11):1677-1690.
[28]Esteva L,Diaz-Lopez O,Garcia-Perez J,et al.Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design[J].Structural Safety,2002,24(2/3/4):187-204.
[29]Fragiadakis M,Papadrakakis M.Performance-basedoptimum seismic design of reinforced concrete structures[J].Earthquake Engineering and Structural Dynamics,2008,37(6):825-844.
[30]Liu M,Burns S A,Wen Y K.Optimal seismic designof steel frame buildings based on life cycle costconsiderations[J].Earthquake Engineering andStructural Dynamics,2003,32(9):1313-1332.
[31]Liu M,Burns S A,Wen Y K.Multi-objectiveoptimization for performance-based seismic design ofsteel moment frame structures[J].EarthquakeEngineering and Structural Dynamics,2005,34(3):289-306.
[32]Beck J L,Chan E,Irfanoglu A,et al.Multi-criteriaoptimal structural design under uncertainty[J].Earthquake Engineering and Structural Dynamics,1999,28(7):741-761.
[33]Zou X K,Chan C M,Li G,et al.Multi-objectiveoptimization for performance-based design of reinforcedconcrete frames[J].Journal of Structural Engineering,2007,133(10):1462-1474.
[34]Papadopoulos V,Lagaros N D.Vulnerability-basedrobust design optimization of imperfect shell structures[J].Structural Safety,2009,31(6):475-482.
[35]Pourzeynali S,Zarif M.Multi-objective optimization ofseismically isolated high-rise building structures usinggenetic algorithms[J].Journal of Sound and Vibration,2008,311(3/4/5):1141-1160.
[36]Gholizadeh S,Salajegheh E.Optimal design ofstructures subjected to time history loading by swarmintelligence and an advanced metamodel[J].ComputerMethods in Applied Mechanics and Engineering,2009,198(37/38/39/40):2936-2949.
[37]Safari D,Maheri M R,Maheri A.Optimum design ofsteel frames using a multiple-deme GA with improvedreproduction operators[J].Journal of ConstructionalSteel Research,2011,67(8):1232-1243.
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