Investigation into the structural behaviour of portal frames
Date
2009-03
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Stellenbosch : University of Stellenbosch
Abstract
An established procedure for analysing
perforated plates is based on treating
material as an equivalent
elastic constants. In this
steel plates
thickness to
with ligament
pitch ratios
solid material
investigation,
efficiencies of
of 0.648 were
the stress in
the perforated
with modified
thin perforated
0.074 and plate
tested. The
effective Young's moduli and
determined for these perforated
existing recommendations.
An established procedure for analysing perforated plates is based on treating material as an equivalent elastic constants. In this steel plates thickness to with ligament pitch ratios solid material investigation, efficiencies of of 0.648 were the stress in the perforated with modified thin perforated 0.074 and plate tested. The effective Young's moduli and determined for these perforated existing recommendations.
An established procedure for analysing perforated plates is based on treating material as an equivalent elastic constants. In this steel plates thickness to with ligament pitch ratios solid material investigation, efficiencies of of 0.648 were the stress in the perforated with modified thin perforated 0.074 and plate tested. The effective Young's moduli and determined for these perforated existing recommendations.
Description
Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2009.
Keywords
Theses -- Civil engineering, Dissertations -- Civil engineering