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分叉柱关键节点智能设计研究

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针对大连金州湾机场指廊分叉柱节点初始设计选型方案少和反复调优耗时长等问题,应用衍生式智能设计方法对节点开展了智能设计研究.首先对节点的衍生式智能设计基本方法及数学模型进行了探讨,然后建立了节点设计障碍体模型,并施加荷载和约束条件衍生输出了 40 种备选方案,最后评估各种设计方案节点的受力性能和质量指标,并与相贯节点模型和焊接球节点模型进行了对比讨论.结果表明,与初始设计模型相比,33 号设计节点可在质量不增加的前提下,提升初始模型的受力性能,降低最大位移 41.87%和最大应力 3.59%.利用衍生式智能设计方法可以自动生成大量形状新颖独特的模型方案,其中包含受力性能更好和质量更轻的方案,具有良好的工程应用前景.
Research on intelligent design of key joints in forking column
Aiming at the problems of less initial design and selection schemes and long time-consuming repeated optimization of the forking column joints of the corridor of Dalian Jinzhou Bay Airport,the derivative intelligent design method was used to carry out intelligent design research on the joints.Firstly,the basic method and mathematical model of derivative intelligent design of joints were discussed.Then,the obstacle body model of joint design was established,and 40 alternative schemes were derived by applying load and constraint conditions.Finally,the mechanical performance and quality indexes of joints in various design schemes were evaluated and contrastively discussed with those of intersecting joint model and welded ball joint model.The results show that compared with the initial design model,the No.33 design joint can improve the mechanical performance of the initial model without increasing the mass,and reduce the maximum displacement by 41.87%and the maximum stress by 3.59%.Using the derivative intelligent design method,a large number of model schemes with novel and unique shapes can be automatically generated,including schemes with better mechanical performance and lighter weight,which has good engineering application prospects.

Dalian Jinzhou Bay Airportforking column jointderivative intelligent designintelligent design

薛红京、韩永超、杜文风、束伟农、姜子洵

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北京市建筑设计研究院股份有限公司,北京 100045

河南大学钢与空间结构研究所,开封 475004

大连金州湾机场 分叉柱节点 衍生式智能设计 智能建造

国家自然科学基金项目国家自然科学基金项目

U170414152178172

2024

建筑结构
中国建筑设计研究院 亚太建设科技信息研究院 中国土木工程学会

建筑结构

CSTPCD北大核心
影响因子:0.723
ISSN:1002-848X
年,卷(期):2024.54(18)