Sammendrag
This master thesis examines the condition numbers of different bases for the Finite Element Exterior Calculus (FEEC) (Arnold et. al. (2006)), with the aim of improving the condition number of stiffness matrices formulated in the FEEC. The different bases we examine (taken from Arnold et. al. (2009)) are made up of the barycentric coordinates (barycentric forms) and Whitney forms on the reference simplex.