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@PHDTHESIS{Eggemann:58889,
author = {Eggemann, Holger},
othercontributors = {Führer, Wilfried},
title = {{V}ereinfachte {B}emessung von {V}erbundstützen im
{H}ochbau : {E}ntwicklung, historische {B}emessung und
{H}erleitung eines {N}äherungsverfahrens},
address = {Aachen},
publisher = {Publikationsserver der RWTH Aachen University},
reportid = {RWTH-CONV-120716},
pages = {VIII, 113 S. : Ill., graph. Darst.},
year = {2003},
note = {Aachen, Techn. Hochsch., Diss., 2003},
abstract = {The thesis presents an approximation procedure for
dimensioning and design of composite columns based on the
simplified design method of Eurocode 4. The ultimate load of
a composite column is determined as the product of the total
area with an effective stress. Buckling safety is provided
by using the slenderness ratio L/R instead of the
non-dimensional slenderness, L being the length of the
column and R its effective radius of gyration. Furthermore,
numerous means are provided to calculate the effective
radius of gyration of a composite column by multiplying the
radius of the steel section with a correction factor. The
procedure can be used both in university education of
architecture and by structural engineers for dimensioning
and design of composite columns. In many cases,
approximately calculated ultimate column loads are equal to
those calculated by Eurocode 4 method. Design of
fire-resistance is also possible.},
cin = {200000},
ddc = {620},
cid = {$I:(DE-82)200000_20140620$},
typ = {PUB:(DE-HGF)11},
urn = {urn:nbn:de:hbz:82-opus-5728},
url = {https://publications.rwth-aachen.de/record/58889},
}
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