Lateral Stiffness of Timber Frames with CLT Infill Panels

A.J.M. Leijten, A.J.M. Jorissen, J.C.D. Hoenderkamp

Onderzoeksoutput: Hoofdstuk in Boek/Rapport/CongresprocedureConferentiebijdrageAcademicpeer review

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Samenvatting

In recent years timber infill panels have been proposed for multi-story column-beam frame structures with the aim to substitute the stabilizing function of column-beam moment connections. The preliminary study reported in this paper considers a column-beam timber frame where stability is assured by cross-laminated timber (CLT) infill elements. The performance of the system depends on frame-panel connections as well as the dimensions of the CLT panel. The desk research focused on the behavior of such an assembly using high performance reinforced frame-panel connections comprising steel tube fasteners. The numerical investigation is aimed at optimizing the interaction between frame and infill as a function of CLT panel stiffness in addition to the number and location of the connections. It is shown that the overall lateral stiffness of timber infill frames compares well with concrete infill steel frames.
Originele taal-2Engels
TitelAES-ATEMA’ 2011 Ninth International Conference
RedacteurenY.M. Haddad
Plaats van productieOttawa
UitgeverijAdvanced Engineering Solutions
Pagina's39-47
ISBN van geprinte versie978-0-9866504-7-5
StatusGepubliceerd - 2011
Evenementconference; Advances and Trends in Engineering Materials and their Applications; 2011-08-01; 2011-08-05 -
Duur: 1 aug. 20115 aug. 2011

Publicatie series

NaamASE Technical Reviews International Journal (Series)
ISSN van geprinte versie1915-5409

Congres

Congresconference; Advances and Trends in Engineering Materials and their Applications; 2011-08-01; 2011-08-05
Periode1/08/115/08/11
AnderAdvances and Trends in Engineering Materials and their Applications

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