Design of vertical keyed shear joints in large panel buildings

Design of vertical keyed shear joints in large panel buildings

Designing large-panel buildings for stability against wind loads presents complications when the shear walls are themselves of panel construction, since the joints have strength and stiffness characteristics different from those of the panels. The problem has been examined in tests carried out in ma...

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Veröffentlicht in:Building research & practice 1974-01, Vol.2 (4), p.202-215
Hauptverfasser: Hansen, K., Kavyrchine, M., Melhorn, G., Olesen, S. ø., Pume, D., Schwing, H.
Format: Artikel
Sprache:eng
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Zusammenfassung:Designing large-panel buildings for stability against wind loads presents complications when the shear walls are themselves of panel construction, since the joints have strength and stiffness characteristics different from those of the panels. The problem has been examined in tests carried out in many countries which are now evaluated in this considered report by members of CIB Working Commission W23A.
ISSN:0306-9931
DOI:10.1080/09613217408550318