Some advantages of 1D- instead of 2D- or even 3D-modelling for non-linear analysis of reinforced concrete frames

Pfeiffer, U.U.PfeifferQuast, U.U.Quast2026-07-312026-07-312003Taylor & Francis 978-1-003-76250-8: 805-815: (2026)https://hdl.handle.net/11420/64180Traditionally frames are designed following linear elastic analysis. However to calculate deflections, effects of imposed actions or second order effects the non linear behavior of reinforced concrete has strictly to be taken into account. Already a 1D-modelling of reinforced structures with a combination of the Transfer Matrix Method and the FE-method gives good and stable results. The background of this method, some advantages and problems as well as some examples of calculations will be shown.enTechnology::690: Building, ConstructionSome advantages of 1D- instead of 2D- or even 3D-modelling for non-linear analysis of reinforced concrete framesBook Parthttps://www.taylorfrancis.com/chapters/edit/10.1201/9781003762508-89/advantages-1d-instead-2d-even-3d-modelling-non-linear-analysis-reinforced-concrete-frames-pfeiffer-quast?context=ubx&refId=100eab1e-1d17-4409-be6e-00c7b3eddb11First Published 2003