Metal building envelopes in seismic areas

被引:0
|
作者
Bittner, Lara [1 ]
Wallner, Anna [2 ]
Luedecke, Marvin [3 ]
Hoffmeister, Benno [1 ]
Kuhnhenne, Markus [3 ]
Ummenhofer, Thomas [2 ]
机构
[1] Rhein Westfal TH Aachen, Ctr Wind & Earthquake Engn, Mies van der Rohe Str 1, D-52074 Aachen, Germany
[2] Karlsruher Inst Technol KIT, Versuchsanstalt Stahl Holz & Steine, Inst Stahl & Leichtbau, Otto Ammann Pl 1, D-76131 Karlsruhe, Germany
[3] Rhein Westfal TH Aachen, Inst Stahlbau Lehr & Forschungsgebiet Nachhaltigke, Mies van der Rohe Str 1, D-52074 Aachen, Germany
关键词
building envelope; earthquake performance; lightweight metal construction; experimental investigation; connection tests; shear field tests; air tightness tests;
D O I
10.1002/stab.202400055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Metal building envelopes in seismic areas Building envelopes in lightweight metal construction, such as sandwich panels or multi-shell constructions with trapezoidal profiles, are frequently used in industrial and commercial construction. These initially only have a space-enclosing effect and are dimensioned according to the loads resulting from wind and temperature effects or snow loads. As part of an IGF/FOSTA research project, the aim was to determine the extent to which the roof and wall elements fulfil a stiffening function in the event of an earthquake. To this end, roof and wall elements and their connections to the substructure were examined with regard to their cyclical behaviour, energy dissipation capacity and functionality after seismic events. Detailed tests were carried out on connections, large-scale tests on shear bays and building physics investigations.
引用
收藏
页码:727 / 737
页数:11
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