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Structural design of reinforced concrete buildings based on deep neural networks

机译:基于深神经网络的钢筋混凝土建筑物的结构设计

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In shear wall building design, the initial process requires the interaction between the architectural and structural engineering groups to define the adequate wall layout, usually done with a trial-and-error procedure to fulfill architectural and engineering needs, slowing down the design process. For the engineering analysis, first, the wall thickness and length are required to check the building deformation limits, base shear strength, among other parameters. For this reason, the present investigation develops a structural design platform for reinforced concrete wall buildings that uses a deep neural network to predict the wall's thickness and length based on previous architectural and engineering projects. The study includes, in the first place, the surveying of the architectural and engineering plans for a total of 165 buildings constructed in Chile; the generated database has the geometric and topological definition of the walls and the slabs. As a second stage, a model was trained for the regression of the wall segments' thickness and length, making use of a feature vector that models the variation between the architectural and the engineering plans for a set of conditions such as the thickness, connectivity (vertical and horizontal), area, wall density, the distance between elements, wall angles, foundation soil type, among other engineering parameters. The regression model results in terms of R2-value are 0.995 and 0.994 for the predicted wall thickness and length, respectively, proving to be a reliable method for the initial engineering wall definition.
机译:在剪力墙建筑设计中,初始过程需要建筑和结构工程集团之间的交互来定义足够的墙面布局,通常使用试验和错误程序来满足架构和工程需求,减慢设计过程。对于工程分析,首先,需要壁厚和长度来检查建筑物变形限制,基础剪切强度等参数。出于这个原因,本研究开发了一种用于钢筋混凝土墙壁建筑的结构设计平台,其使用深神经网络来预测基于以前的建筑和工程项目的墙壁的厚度和长度。首先,该研究包括在智利建造的165个建筑物的建筑和工程计划的调查;生成的数据库具有墙壁和板坯的几何和拓扑定义。作为第二阶段,培训模型对于壁段的厚度和长度的回归,利用特征向量,该特征向量模拟了诸如厚度,连接的一组条件的架构和工程计划之间的变化(垂直和水平),面积,墙壁密度,元件之间的距离,壁角,基础土壤类型,以及其他工程参数。对于预测的壁厚和长度,回归模型的结果为0.995和0.994,分别证明是初始工程墙定义的可靠方法。

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