What is it about?
Closed-form expressions to assess different building typologies (framed, walled, etc) are found; considering explicitly for stiffness variation along height.
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Why is it important?
It allows for quick assessment of large building portfolios, which is important for earthquake risk assessment
Perspectives
Would love to apply it for seismic risk assessments involving damage to non-structural components.
Dr Andres F Alonso-Rodriguez
Universidad La Gran Colombia
Read the Original
This page is a summary of: Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams, Bulletin of Earthquake Engineering, September 2016, Springer Science + Business Media,
DOI: 10.1007/s10518-016-0009-2.
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