Analytical Model for Progressive Collapse of RC Frame Beam-Column Substructures Using Multi-Gene Genetic Programming

Author:

Lin Kaiqi12,Li Daoyuan1ORCID,Xie Linlin3,He Min4,Sun Ying1

Affiliation:

1. College of Civil Engineering, Fuzhou University, Fuzhou 350108, P. R. China

2. Sustainable and Innovative Bridge Engineering Research Center, Fuzhou University, Fuzhou 350108, P. R. China

3. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, P. R. China

4. Fujian Xinguangsha Engineering Design and, Consultant Institute Co., Ltd, Fuzhou 350011, P. R. China

Abstract

Establishing a concise and accurate analytical model is the key to developing a feasible progressive collapse design for engineering practice. However, existing models either focused on an individual force mechanism or required complicated computer programming. Among existing machine learning (ML) techniques, multi-gene genetic programming (MGGP) can be trained to obtain explicit formulas for engineering problems. In this study, a comprehensive database was established by data collection, Latin hypercube sampling and structural design, and was used to train the mathematical model for quantifying progressive collapse resistance of reinforced concrete (RC) beam-column substructures under middle column removal scenarios. Further, an energy-based error index was proposed to validate the accuracy of the MGGP model among others. The research outcomes can provide references for the development of simplified analytical models for calculating the progressive collapse progress of RC frame structures, and promote the development of the practical design method.

Funder

National Natural Science Foundation of China

Publisher

World Scientific Pub Co Pte Ltd

Subject

Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering

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