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钢混排架结构厂房再生利用施工安全控制方法

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对于钢混排架结构厂房再生利用施工而言,基于设计图纸所建立的理想化有限元模型与实际状态之间存在诸多差异,据此进行的施工安全模拟用于指导现场施工风险极大,一旦发生结构失稳的倒塌事故,将造成不可估量的损失。为确保钢混排架结构厂房再生利用施工过程中的结构安全,在对有限元模型修正方法对比分析的基础上,提出了基于多目标优化算法的钢混排架结构厂房再生利用施工安全模拟方法。首先,通过灵敏度分析法确定待修正参数,联合结构静力、频率、振型构建多目标函数关系,采用改进后的NSGA-Ⅲ对目标函数进行多目标优化,得到优化后的结构参数修正值,通过MIDAS/Gen建立基准有限元模型;其次,依据基准模型开展施工工序预演并据此指导现场施工安全进行;最后,对比分析模拟值与实测值之间的拟合程度,验证了修正模型的可靠性,确保了施工过程中的结构安全。研究表明,该方法是灵敏度分析法、静动力测试法、多目标优化算法的有机结合,为研究再生利用施工结构有限元模型修正和施工安全控制提供了新的思路。
Safety control method for reusing steel mixed arrangement frame structure workshop
There exist significant disparities between the idealized finite element model created from design drawings and the actual conditions during the renovation of the reinforced concrete shelving structure plant.Relying on this for construction safety simulations poses substantial risks in guiding on-site construction.In the event of a collapse due to structural instability,the resulting losses can be immeasurable.To guarantee structural safety during the reconstruction of the reinforced concrete shelving plant,this paper introduces a simulation method for construction safety based on a multi-objective optimization algorithm.This method is proposed after a thorough comparison and analysis of various finite element model modification techniques.Initially,the parameters requiring correction are identified through sensitivity analysis.A multi-objective function relationship is then established by integrating static force,frequency,and structural mode.The improved NSGA-Ⅲ algorithm is employed for multi-objective optimization of the objective function to obtain optimized corrections for structural parameters.Subsequently,a benchmark finite element model is created using MIDAS/Gen.Subsequently,a construction process preview is conducted based on the benchmark model,guiding on-site construction safety measures.Finally,through comparing and analyzing the degree of conformity between simulated and measured values,we can assess the impact of enhancing the accuracy of construction safety analysis before and after model modification.This verification process ensures the reliability of the modified model and guarantees structural safety throughout the construction process.The research findings highlight that this approach represents a cohesive integration of sensitivity analysis,static and dynamic testing methods,and multi-objective optimization algorithms.The model's reliability has been confirmed through practical engineering cases.It effectively captures the essential path and logical connections in correcting finite element models.Additionally,it introduces innovative perspectives for exploring finite element model corrections and enhancing construction safety protocols for recycled construction structures.

safety engineeringregeneration and utilizationmulti-objective optimizationmodel correctionsafety control

裴兴旺、李文龙、刘怡君

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中天西北建设投资集团有限公司,西安 710065

北京建筑大学城市经济与管理学院,北京 100044

西安建筑科技大学土木工程学院,西安 710055

安全工程 再生利用 多目标优化 模型修正 安全控制

国家自然科学基金项目

51808424

2024

安全与环境学报
北京理工大学 中国环境科学学会 中国职业安全健康协会

安全与环境学报

CSTPCD北大核心
影响因子:0.943
ISSN:1009-6094
年,卷(期):2024.24(10)
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