Abstract
This study aims to assess the safety of steel pipe scaffolding on small-scale construction sites. It does so by comparing wind load coefficients and load combinations for temporary structures used in scaffolding design. Specifically, when accounting for the maximum wind speed and a workable maximum wind speed (10m/s), importance factors and solidity ratios were established for calculating wind loads on each temporary facility. These factors were then used to compare the results through structural analysis. Furthermore, through a comparison of load combinations that consider horizontal loads and the workable maximum wind speed (10m/s) with the load combinations considering solely the maximum wind speed, excluding horizontal loads, it was confirmed that incorporating both factors leads to a safer design.
Original language | English |
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Pages (from-to) | 195-203 |
Number of pages | 9 |
Journal | Journal of the Architectural Institute of Korea |
Volume | 39 |
Issue number | 9 |
DOIs | |
State | Published - Sep 2023 |
Keywords
- Importance Factor
- Load Combination
- Solidity Ratio
- Steel Pipe Scaffolding
- Temporary Facilities
- Wind Load