Efficient Model Updating of a Prefabricated Tall Building by a DNN Method

• Published in: Sensors (Basel, Switzerland) Vol. 24; no. 17; p. 5557
• Main Authors: Liu, Chunqing, Zhang, Fengliang, Ni, Yanchun, Ai, Botao, Zhu, Siyan, Zhao, Zezhou, Fu, Shengjie
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 28.08.2024
• Subjects: Accuracy; Algorithms; Deep learning; DNN; Energy dissipation; Labor costs; Markov analysis; Methods; model updating; Neural networks; partition walls; Probability distribution; sensors; Simulation; China
• ISSN: 1424-8220; 1424-8220
• DOI: 10.3390/s24175557

The significance of model updating methods is becoming increasingly evident as the demand for greater precision in numerical models rises. In recent years, with the advancement of deep learning technology, model updating methods based on various deep learning algorithms have begun to emerge. These methods tend to be complicated in terms of methodological architectures and mathematical processes. This paper introduces an innovative model updating approach using a deep learning model: the deep neural network (DNN). This approach diverges from conventional methods by streamlining the process, directly utilizing the results of modal analysis and numerical model simulations as deep learning input, bypassing any additional complex mathematical calculations. Moreover, with a minimalist neural network architecture, a model updating method has been developed that achieves both accuracy and efficiency. This distinctive application of DNN has seldom been applied previously to model updating. Furthermore, this research investigates the impact of prefabricated partition walls on the overall stiffness of buildings, a field that has received limited attention in the previous studies. The main finding was that the deep neural network method achieved a Modal Assurance Criterion (MAC) value exceeding 0.99 for model updating in the minimally disturbed 1st and 2nd order modes when compared to actual measurements. Additionally, it was discovered that prefabricated partitions exhibited a stiffness ratio of about 0.2–0.3 compared to shear walls of the same material and thickness, emphasizing their role in structural behavior.