Theoretical analysis and numerical simulation on behaviour properties of large span cable-supported structures under fire conditions

DOI10.1007/S11431-008-0194-6zbMath1422.74025OpenAlexW2092622829MaRDI QIDQ1045482

Yuanqing Wang, Yin Bai, Yongjiu Shi

Publication date: 15 December 2009

Published in: Science in China. Series E (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11431-008-0194-6

zbMATH Keywords

cable-supported structureFEA modelfire resisting designprestensioning force variationtheoretical deriviation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Thermal effects in solid mechanics (74F05) Strings (74K05)

Related Items (2)

Elasto-Plastic Bearing Capacity of Four Types of Single-Layer Reticulated Shell Structures Under Fire Hazards ⋮ Criteria of limiting temperature and parametric analysis of the large deflection behavior for fully restrained steel beams in fire

Cites Work

• Nonlinear analysis of tension structures

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