Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical Simulation

Many existing structures require retrofitting and reinforcement due to aging and damage. The stability of the retrofitted structure is key to the retrofitting scheme, while construction safety during the retrofitting process is another crucial consideration. This study proposed an evaluation method...

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Main Authors: Guanghao Mai, Weijian Kuang, Dongming Zhu, Yao Song, Xiaozhou Zou, Yu Qiu, Zhe Xiong
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
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Online Access:https://www.mdpi.com/2075-5309/15/12/2059
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author Guanghao Mai
Weijian Kuang
Dongming Zhu
Yao Song
Xiaozhou Zou
Yu Qiu
Zhe Xiong
author_facet Guanghao Mai
Weijian Kuang
Dongming Zhu
Yao Song
Xiaozhou Zou
Yu Qiu
Zhe Xiong
author_sort Guanghao Mai
collection DOAJ
description Many existing structures require retrofitting and reinforcement due to aging and damage. The stability of the retrofitted structure is key to the retrofitting scheme, while construction safety during the retrofitting process is another crucial consideration. This study proposed an evaluation method for assessing the stability and construction process of steel structure retrofitting projects based on an ANSYS finite element analysis. By establishing a nonlinear finite element model of a retrofitted gymnasium roof truss structure, the overall stability of the system was systematically verified. The dynamic simulation of demolition and retrofitting procedures was conducted using the birth-and-death element technique, and a comprehensive safety assessment framework covering the entire construction process was developed. The case analysis demonstrated that this method can simulate the redistribution of internal forces during component demolition and identify potential risks. The effectiveness of the retrofitting strategy was evaluated by comparing the nonlinear stability coefficients of the structure before and after retrofitting, indicating improved performance within the scope of the finite element model. The research results demonstrated the feasibility of incorporating modeling, simulation, and assessment in retrofitting projects and provided a reference for similar retrofitting projects.
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spelling doaj-art-a3b59dd5bb9946f5916dca0442ccda392025-08-20T03:26:55ZengMDPI AGBuildings2075-53092025-06-011512205910.3390/buildings15122059Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical SimulationGuanghao Mai0Weijian Kuang1Dongming Zhu2Yao Song3Xiaozhou Zou4Yu Qiu5Zhe Xiong6School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaChina Railway Construction Engineering Group Co., Ltd., Beijing 100071, ChinaChina Railway Construction Engineering Group Co., Ltd., Beijing 100071, ChinaGuangdong Xiangshun Construction Group Co., Ltd., Yunfu 527400, ChinaGuangdong Xiangshun Construction Group Co., Ltd., Yunfu 527400, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaMany existing structures require retrofitting and reinforcement due to aging and damage. The stability of the retrofitted structure is key to the retrofitting scheme, while construction safety during the retrofitting process is another crucial consideration. This study proposed an evaluation method for assessing the stability and construction process of steel structure retrofitting projects based on an ANSYS finite element analysis. By establishing a nonlinear finite element model of a retrofitted gymnasium roof truss structure, the overall stability of the system was systematically verified. The dynamic simulation of demolition and retrofitting procedures was conducted using the birth-and-death element technique, and a comprehensive safety assessment framework covering the entire construction process was developed. The case analysis demonstrated that this method can simulate the redistribution of internal forces during component demolition and identify potential risks. The effectiveness of the retrofitting strategy was evaluated by comparing the nonlinear stability coefficients of the structure before and after retrofitting, indicating improved performance within the scope of the finite element model. The research results demonstrated the feasibility of incorporating modeling, simulation, and assessment in retrofitting projects and provided a reference for similar retrofitting projects.https://www.mdpi.com/2075-5309/15/12/2059spatial grid structuresretrofitting engineeringfinite element analysisstability evaluationconstruction process evaluation
spellingShingle Guanghao Mai
Weijian Kuang
Dongming Zhu
Yao Song
Xiaozhou Zou
Yu Qiu
Zhe Xiong
Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical Simulation
Buildings
spatial grid structures
retrofitting engineering
finite element analysis
stability evaluation
construction process evaluation
title Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical Simulation
title_full Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical Simulation
title_fullStr Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical Simulation
title_full_unstemmed Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical Simulation
title_short Stability and Construction Control of Existing Steel Truss Roof Reconstruction Projects: Case Analysis and Numerical Simulation
title_sort stability and construction control of existing steel truss roof reconstruction projects case analysis and numerical simulation
topic spatial grid structures
retrofitting engineering
finite element analysis
stability evaluation
construction process evaluation
url https://www.mdpi.com/2075-5309/15/12/2059
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