TransFrameNet: A transformer-based approach for generalized seismic performance prediction of building structures

被引:0
作者
Shu, Jiangpeng [1 ,2 ]
Li, Jun [1 ]
Yu, Hongchuan [1 ]
Zhang, Hongmei [1 ]
Zeng, Wuhua [3 ]
机构
[1] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Peoples R China
[2] Zhejiang Univ, Innovat Ctr Yangtze River Delta, Jiaxing 314100, Peoples R China
[3] Sanming Univ, Architectural Engn Inst, Sanming 365004, Peoples R China
来源
JOURNAL OF BUILDING ENGINEERING | 2024年 / 96卷
基金
中国国家自然科学基金;
关键词
Seismic performance; TransFrameNet; Steel moment resisting frame; Archetype building; Multi-task learning; RESPONSES; NETWORKS; DESIGN;
D O I
10.1016/j.jobe.2024.110628
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Performing nonlinear seismic analysis on a large number of building structures is challenging. Deep learning offers rapid prediction but still with limitations. One model is generally only applicable to a specific building structure and not easily extended to others. To address this, TransFrameNet, a new method based on Transformer, is proposed. By converting buildings into archetypes, TransFrameNet is able to consider the variations of different buildings in geometric features and component sizes. With hard parameter sharing, multi-task learning further expands the applications for multiple building structures with different designs. TransFrameNet is tested on 100 steel moment resisting frames (SMRFs) to predict floor displacement response using 40 seismic ground motions. Results reveal that TransFrameNet can accurately predict the displacement response of different buildings, with an average mean squared error of 0.0037. Notably, compared to LSTM and Transformer models, TransFrameNet shows significantly improved correlation when tested on a 20-story SMRF structure.
引用
收藏
页数:17
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