Monte Carlo tree search for mass timber building design optimization

Mass timber construction has gained significant traction in recent years due to its sustainability and lower energy demands. However, its broader adoption remains limited by higher material costs, compared to conventional construction materials. To address this challenge, this study introduces a Monte Carlo tree search (MCTS)-based optimization framework aimed at minimizing the material cost of single-story post–beam–panel mass timber frame designs under gravity loads. By formulating the design task as a Markov Decision process, the MCTS algorithm can systematically guide step-by-step design decisions toward cost-efficient outcomes while satisfying structural constraints. The methodology is tested on four design scenarios modeled after real building dimensions. Results show that MCTS is capable of finding near-optimal solutions within just 1000 iterations, significantly reducing the computational effort required by exhaustive brute-force search. These findings underscore the effectiveness of MCTS as a promising tool for structural optimization in mass timber construction.

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Publication Details

Journal
Computer-Aided Civil and Infrastructure Engineering
Published
2025-11-23
DOI
https://doi.org/10.1111/mice.70151
Primary Topic
Topology Optimization in Engineering
Type
article
Field-Weighted Citation Impact
0.00

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article

Monte Carlo tree search for mass timber building design optimization

Qipei Mei, Ying Hei Chui, Hoang D. Nguyen, Samia Zakir Sarothi
Computer-Aided Civil and Infrastructure Engineering
Topology Optimization in Engineering
article

Monte Carlo tree search for mass timber building design optimization

Qipei Mei, Ying Hei Chui, Hoang D. Nguyen, Samia Zakir Sarothi
article en

Abstract

Mass timber construction has gained significant traction in recent years due to its sustainability and lower energy demands. However, its broader adoption remains limited by higher material costs, compared to conventional construction materials. To address this challenge, this study introduces a Monte Carlo tree search (MCTS)-based optimization framework aimed at minimizing the material cost of single-story post–beam–panel mass timber frame designs under gravity loads. By formulating the design task as a Markov Decision process, the MCTS algorithm can systematically guide step-by-step design decisions toward cost-efficient outcomes while satisfying structural constraints. The methodology is tested on four design scenarios modeled after real building dimensions. Results show that MCTS is capable of finding near-optimal solutions within just 1000 iterations, significantly reducing the computational effort required by exhaustive brute-force search. These findings underscore the effectiveness of MCTS as a promising tool for structural optimization in mass timber construction.

Computer-Aided Civil and Infrastructure EngineeringVol. 40(31)
University of Alberta (CA)
Alberta Innovates, Natural Sciences and Engineering Research Council of Canada
Openalex Percentile: Top 63%
Topology Optimization in Engineering
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