Probabilistic model updating of steel frame structures using strain and acceleration measurements: A multitask learning framework

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Taro Yaoyama, Tatsuya Itoi, Jun Iyama
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引用次数: 0

Abstract

This paper proposes a multitask learning framework for probabilistic model updating by jointly using strain and acceleration measurements. This framework can enhance the structural damage assessment and response prediction of existing steel frame structures with quantified uncertainty. Multitask learning may be used to address multiple similar inference tasks simultaneously to achieve a more robust prediction performance by transferring useful knowledge from one task to another, even in situations of data scarcity. In the proposed model-updating procedure, a spatial frame is decomposed into multiple planar frames that are viewed as multiple tasks and jointly analyzed based on the hierarchical Bayesian model, leading to robust estimation results. The procedure uses a displacement–stress relationship in the modal space because it directly reflects the elemental stiffness and requires no prior knowledge concerning the mass, unlike most existing model-updating techniques. Validation of the proposed framework by using a full-scale vibration test on a one-story, one-bay by one-bay moment resisting steel frame, wherein structural damage to the column bases is simulated by loosening the anchor bolts, is presented. The experimental results suggest that the displacement–stress relationship has sufficient sensitivity toward localized damage, and the Bayesian multitask learning approach may result in the efficient use of measurements such that the uncertainty involved in model parameter estimation is reduced. The proposed framework facilitates more robust and informative model updating.

利用应变和加速度测量对钢架结构进行概率模型更新:多任务学习框架
本文提出了一种联合使用应变和加速度测量进行概率模型更新的多任务学习框架。该框架可增强对具有量化不确定性的现有钢框架结构的结构损伤评估和响应预测。多任务学习可用于同时处理多个类似的推理任务,通过将有用的知识从一个任务转移到另一个任务,实现更稳健的预测性能,即使在数据稀缺的情况下也是如此。在所提出的模型更新程序中,一个空间帧被分解成多个平面帧,这些平面帧被视为多个任务,并基于分层贝叶斯模型进行联合分析,从而获得稳健的估计结果。与大多数现有的模型更新技术不同,该程序使用模态空间中的位移-应力关系,因为它直接反映了元素刚度,并且不需要有关质量的先验知识。本文通过对单层单榀抗弯矩钢框架进行全尺寸振动试验来验证所提出的框架,试验中通过松开地脚螺栓来模拟柱基的结构破坏。实验结果表明,位移-应力关系对局部损坏具有足够的敏感性,贝叶斯多任务学习方法可以有效利用测量结果,从而降低模型参数估计的不确定性。所提出的框架有助于更稳健、信息更丰富的模型更新。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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