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@PHDTHESIS{Heyden:56629,
author = {Heyden, Johann-Wilhelm},
othercontributors = {Führer, Wilhelm Friedrich},
title = {{R}äumliche {K}notenstabtragwerke in {A}usführung mit
{K}reuzbalken und {I}nduo-{V}erbundankertechnik},
address = {Aachen},
publisher = {Publikationsserver der RWTH Aachen University},
reportid = {RWTH-CONV-118718},
pages = {328 S. : zahlr. Ill., graph. Darst.},
year = {2001},
note = {Aachen, Techn. Hochsch., Diss., 2001},
abstract = {The main objective of the thesis is to show new directions
for the development of three-dimensional joined member
structures in wood. The Induo-dowell-anchor was developed by
Induo Systemholztechnik GmbH and is being used as an
efficient device for connections in timber construction
since 1998. During the industrial production of structural
timbers, i.e. quartered logs, the dowell-anchor can be
placed at any position in direction of the longitudinal axis
of the joist. The dowell technique means that the joist is
being 'nailed-up' inside at a right angle to its axis. This
enables the anchor to survey and transmit high tension and
compression forces. Focussing on good exploration of axial
forces, the thesis explores, how the dowell-anchor-technique
can be used for three-dimensional space trusses which are
fully acting on axial forces. The structural advantages of
space truss systems will be analysed. On this basis the
Induo-dowell-anchor-technique will be explored and developed
further. This technique offers the potential of
prefabrication for cross beams, which are an environmentally
friendly element of timber-frame constructions. The thesis
wants to provide a basis and an orientation for the
construction, the structural analysis and the finding of the
right proportions for space trusses in wood. It is designed
to be of practical help for architects and structural
engineers during the design phase as well as during the
execution of work. Furthermore the invention of the 'screwed
connector inside the bar' together with the 'concrete joint'
is pioneering for the construction of structural
timber-frames and opens new horizons for the design of
three-dimensional joined member structures.},
cin = {200000 / 211110},
ddc = {620},
cid = {$I:(DE-82)200000_20140620$ / $I:(DE-82)211110_20140620$},
typ = {PUB:(DE-HGF)11},
urn = {urn:nbn:de:hbz:82-opus-1917},
url = {https://publications.rwth-aachen.de/record/56629},
}