Multi-hazard design of low-damage high-rise steel–timber buildings subjected to wind and earthquake loading

Ciabattoni, Micol; Petrini, Francesco; Pampanin, Stefano

doi:10.1016/j.engstruct.2024.117522

Engineering Structures

2024

DOI: 10.1016/j.engstruct.2024.117522

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Multi-hazard design of low-damage high-rise steel–timber buildings subjected to wind and earthquake loading

Micol Ciabattoni,

Francesco Petrini,

Stefano Pampanin

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Cited by 2 publications

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Experimental and analytical evaluation of semi-rigid timber connection with screwed-in threaded rods and steel coupling part

Vilguts,

Stamatopoulos,

Malo

2024

Journal of Building Engineering

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Experimental and analytical evaluation of semi-rigid timber connection with screwed-in threaded rods and steel coupling part

Vilguts,

Stamatopoulos,

Malo

2024

Journal of Building Engineering

View full text Add to dashboard Cite

Fragility analysis of long-span lightweight steel structures subjected to combined earthquake and non-uniform snow loads

Hou,

Chen,

Zhang

et al. 2024

Advances in Structural Engineering

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Lightweight steel structures are commonly used in industrial facilities due to their low weight, high strength, and excellent performance. The design of these structures for cold regions not only has to consider the effects of earthquakes but also the negative impact of snow loads. Industrial structures often have long spans, and the effects of uneven snow loads cannot be underestimated. However, relatively few studies have focused on the performance of lightweight steel structures under the influence of combined earthquake and non-uniform snow loads. Therefore, this study assessed the seismic fragility of a typical single-span, double-sloped lightweight steel factory under combined earthquake and non-uniform snow loads using incremental dynamic analysis. Non-uniform snow loads, as compared to uniform snow loads, substantially increase the structural displacement responses, thereby increasing the structural failure risk. The improved structural design developed in this study effectively decreases the impact of adverse loading scenarios and enhances the multi-hazard resilience of the structure. Accordingly, these results can serve as an important theoretical guide for enhancing the safety of lightweight steel structures subjected to multiple hazards in cold regions.

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Multi-hazard design of low-damage high-rise steel–timber buildings subjected to wind and earthquake loading

Cited by 2 publications

References 13 publications

Experimental and analytical evaluation of semi-rigid timber connection with screwed-in threaded rods and steel coupling part

Experimental and analytical evaluation of semi-rigid timber connection with screwed-in threaded rods and steel coupling part

Fragility analysis of long-span lightweight steel structures subjected to combined earthquake and non-uniform snow loads

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