Behavior And Analysis Of The 10m Geodesic Dome For Class I And II Subdivision For Breakdown Methods 1 And 2 Under Lateral Load

Abstract

Historically, practically all blocky constructions had roofs supported by column timbers. Although the columns prevented the heavy roofs from collapsing, they provided very little open internal space.  The gravestone was used to construct the uppermost domes. Domes became taller as they became heavier. In the 1950s, architects saw domes differently for the first time, thanks to a revolutionary new design known as "The Geodesic Dome". The spherical shape of a dome enables for unfettered air and energy circulation, making it one of the most efficient interior conditions for mortal homes. The exploratory paper for class I and II subdivisions compare geodesic domes with 10m dome radius. Breakdown systems 1 and 2, also known as class I system 1 and class I system 2, use 4v, 6v, 8v, 10v, and 12v dome frequencies, respectively. CADRE GEO 7.0 developed the dome model. STAAD Pro software is used to carry out the analysis.