TY - JOUR
T1 - Tensile restrained arches (Zugversteifte Bogentragwerke)
AU - Burford, Neil
AU - Gengnagel, Christoph
AU - Smith, Fraser
N1 - dc.publisher: Wiley-Blackwell
Collaboration between Lightweight Structures Unit, Professor Dr Ing. Rainer Barthel, chair of structural design at the Technical University Munich, and Professor Dr Ing Christoph Gengnagel, Chair of Structural Design at the Universitat Der Kunst, Berlin.
PY - 2006
Y1 - 2006
N2 - Development of the tensile restrained arch from its simple rudimentary beginnings into one of the most important structural elements in wide-span space enclosures takes place in two steps. Their first significant application occurred in the realisation of the impressive wide-span iron structures of the early generation of railway stations in the middle of 19th Century followed by a later revival and further development of the technology over a broader area of application by the end of the 20th Century. New high strength materials and precision analysis of the geometrical non-linear behaviour of slender arches afforded by new FEM tools facilitated a growing number of alternative variations of tensile restrained arch. An historical overview, a summary of the currently known systems in a typological classification and a comparative numerical study of these systems will provide an overview of the current diversity of technologies and opportunities for further applications and improvements to their design.
AB - Development of the tensile restrained arch from its simple rudimentary beginnings into one of the most important structural elements in wide-span space enclosures takes place in two steps. Their first significant application occurred in the realisation of the impressive wide-span iron structures of the early generation of railway stations in the middle of 19th Century followed by a later revival and further development of the technology over a broader area of application by the end of the 20th Century. New high strength materials and precision analysis of the geometrical non-linear behaviour of slender arches afforded by new FEM tools facilitated a growing number of alternative variations of tensile restrained arch. An historical overview, a summary of the currently known systems in a typological classification and a comparative numerical study of these systems will provide an overview of the current diversity of technologies and opportunities for further applications and improvements to their design.
U2 - 10.1002/stab.200610065
DO - 10.1002/stab.200610065
M3 - Article
SN - 1437-1049
VL - 75
SP - 633
EP - 642
JO - Stahlbau
JF - Stahlbau
IS - 8
ER -