A Numerical and Closed-Form Analytical Solution of the Global Buckling Critical Load of Tall Buildings Including Soil Flexibility: Timoshenko Beam
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s42417-024-01316-0.pdf
Reference34 articles.
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3. Hegedűs I, Kollár LP (1984) Buckling of sandwich columns with thick faces subjecting to axial loads of arbitrary distribution. Acta Polytech Hungarica 97:123–132
4. Miranda E (1999) Approximate lateral drift demands in multi-story buildings subjected to earthquakes. J Struct Eng 124(4):417–425. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:4(417)
5. Potzta G, Kollár LP (2003) Analysis of building structures by replacement sandwich beams. Int J Solids Struct 40(3):535–553. https://doi.org/10.1016/S0020-7683(02)00622-4
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