Adaptive Solar Timber Stadium: Mechanical Response and Finite Element Simulation

A video dataset presents a novel structural concept for sports stadiums, combining a long-span timber system with an adaptive, sun-tracking roof. The work details a design methodology for modular timber elements and investigates structural response under wind loading using a nonlinear continuation technique. The tensegrity-based modeling framework is validated through a three-dimensional finite element simulation of a representative stadium module.

Use Cases

• Analyzing structural stability under high wind loads based on nonlinear continuation technique results
• Designing minimum-mass timber members based on the presented sizing methodology
• Validating tensegrity-based modeling frameworks using the provided finite element simulation
• Investigating the dynamic performance of prestressed timber structures based on reported modal frequencies

Strengths

• Dataset is openly licensed under CC-BY-4.0, facilitating reuse and distribution
• Cross-platform presence on figshare suggests established sharing and potential for visibility
• The description provides specific technical details, such as a fundamental frequency on the order of 2 Hz

Limitations

• No column names or row counts are provided, limiting understanding of the dataset's internal structure
• The dataset appears to be a single video file (AVI format, size 304282), which may limit analytical scope
• The author's organization is not specified, reducing context for the work's institutional origin

Provenance

Source

Rana Nazifi Charandabi

Collection Method

Likely contains results from finite element simulation and structural analysis as part of a research proposal.

Time Range

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Freshness

Last updated 2026-03-21

Geography

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