Adaptive Multilevel Ensemble Intelligent Framework for Rapid Seismic Damage-State Classification of Mega-Sub Controlled Structural Systems Under Data-Scarce Conditions

IF 5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xinwei Wang, Muhammad Moman Shahzad, Hanmin Wang, Shuaiqiang Wei, Haifeng Wang, Shixuan Yang, Tianlong Wang, Zhihao Wang
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Abstract

To address the difficulties in rapid postearthquake damage-state identification of complex high-rise structures, the high computational cost of nonlinear time-history analysis, and the limited availability of postearthquake samples, this study proposes an adaptive multilevel ensemble intelligent framework for mega frame structure (MFS) and mega-sub controlled structural system (MSCSS), aiming to achieve rapid and stable seismic damage assessment under data-scarce conditions. The proposed framework adopts regularized kernel extreme learning machine (RKELM) as the core classifier, where kernel mapping is used to characterize the complex nonlinear mapping relationship between ground motion intensity measures and structural damage states, and regularization is introduced to reduce the risk of overfitting under small-sample conditions. On this basis, a bidirectional beetle swarm adaptive optimization (BBSAO) algorithm is developed to achieve stable optimization of the kernel parameter and regularization coefficient of RKELM through bidirectional subpopulation cooperative search and adaptive step-size adjustment. Furthermore, a confusion-focused multiclass boosting (CFMBoost) mechanism is constructed to dynamically adjust sample weights according to class confidence and classification difficulty, enabling the base learners to focus more on easily confused and damage-sensitive states. The proposed framework is validated using the nonlinear responses and damage states of MFS and MSCSS under different ground motion inputs. The results show that the proposed framework achieves high accuracy and stability in small-sample damage-state classification, providing an efficient and reliable intelligent approach for rapid postearthquake damage assessment and emergency decision-making of complex high-rise structures.

数据匮乏条件下巨子控制结构体系震害状态快速分类的自适应多级集成智能框架
针对复杂高层结构震后损伤状态快速识别困难、非线性时程分析计算成本高、震后样本可用性有限等问题,提出了一种适用于巨型框架结构(MFS)和巨型子控制结构体系(MSCSS)的自适应多级集成智能框架,旨在实现数据稀缺条件下快速稳定的震害评估。该框架采用正则化核极值学习机(RKELM)作为核心分类器,利用核映射来表征地震动强度测度与结构损伤状态之间复杂的非线性映射关系,并引入正则化来降低小样本条件下的过拟合风险。在此基础上,提出了一种双向虫群自适应优化算法(BBSAO),通过双向子种群合作搜索和自适应步长调整实现RKELM核参数和正则化系数的稳定优化。此外,构建了以混淆为中心的多类增强机制(CFMBoost),根据类置信度和分类难度动态调整样本权值,使基础学习器更加关注易混淆和损伤敏感的状态。利用MFS和MSCSS在不同地震动输入下的非线性响应和损伤状态对该框架进行了验证。结果表明,该框架在小样本损伤状态分类中具有较高的准确性和稳定性,为复杂高层结构的震后快速损伤评估和应急决策提供了一种高效可靠的智能方法。
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来源期刊
Structural Control & Health Monitoring
Structural Control & Health Monitoring 工程技术-工程:土木
CiteScore
9.50
自引率
13.00%
发文量
234
审稿时长
8 months
期刊介绍: The Journal Structural Control and Health Monitoring encompasses all theoretical and technological aspects of structural control, structural health monitoring theory and smart materials and structures. The journal focuses on aerospace, civil, infrastructure and mechanical engineering applications. Original contributions based on analytical, computational and experimental methods are solicited in three main areas: monitoring, control, and smart materials and structures, covering subjects such as system identification, health monitoring, health diagnostics, multi-functional materials, signal processing, sensor technology, passive, active and semi active control schemes and implementations, shape memory alloys, piezoelectrics and mechatronics. Also of interest are actuator design, dynamic systems, dynamic stability, artificial intelligence tools, data acquisition, wireless communications, measurements, MEMS/NEMS sensors for local damage detection, optical fibre sensors for health monitoring, remote control of monitoring systems, sensor-logger combinations for mobile applications, corrosion sensors, scour indicators and experimental techniques.
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