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作 者:谢皓宇 仉文岗 牛松山[1,2] 潘飞[1,2] 陈忆前[1,2] Xie Haoyu;Zhang Wengang;Niu Songshan;Pan Fei;Chen Yiqian(State Key Laboratory of Bridge Engineering Structural Dynamics,Chongqing 400067,China;CMCT Research&Design Institute Co.,LTD.,Chongqing 400067,China;School of Civil Engineering,Chongqing University,Chongqing 400045,China)
机构地区:[1]桥梁工程结构动力学国家重点实验室,重庆400067 [2]招商局重庆交通科研设计院有限公司,重庆400067 [3]重庆大学土木工程学院,重庆400045
出 处:《动力学与控制学报》2023年第2期80-86,共7页Journal of Dynamics and Control
基 金:国家自然科学基金重点项目,大型非线性结构随机地震动力响应和优化设计理论研究(12032008)。
摘 要:对于结构抗震设计和研究,地震易损性分析中输入地震波组的选择至关重要,然而现有地震波选取方法对于地震波组的多样性和离散性未作考虑或不够明确,从而影响易损性分析结果的可靠性和意义.针对这个问题,文章提出一个新的选波策略,基于目标结构的简化模型在地震波组激励下的响应,通过改进的地震动强度指标以及信息熵概念来判断输入地震波组的多样性.建立了一个3跨连续梁桥的有限元模型作为数值算例,通过执行新提出的方法验证了简化模型响应的信息熵与实际有限元模型响应的信息熵之间的关系,初步证明了此策略基于输入地震动多样性的筛选能力,可以作为地震易损性分析中输入地震波选取的简便和可靠的依据.For the structural seismic design and research,the selection of the input ground motions in the seismic fragility analysis is of great significance.However,the conventional ground motion selection methods do not consider the diversity and discreteness of the earthquake group or are not clear enough,which reduces the reliability and significance of seismic fragility analysis.To solve the problem,an innovative input ground motion selection strategy is proposed from the article,based on the response of the simplified model of the target structure under the excitation of the ground motion group,and judges the diversity of the input ground motion group through an improved ground motion intensity measure and the conception of information entropy.A finite element model of a 3-span continuous girder bridge is established as the numerical case study,and the correlation between the information entropy of the simplified model response and the information entropy of the actual finite element model response is verified by implementing the proposed method.The result shows that the strategy is capable of selecting input ground motion group based on its diversity,and it could be utilized as a simple and reliable basis for the analysis and selection of input ground motions in seismic fragility analysis.
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