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Hybrid simulation of a post-tensioned timber frame and validation of numerical models for seismic design

Publikation: Bidrag til tidsskrift/Konferencebidrag i tidsskrift /Bidrag til avis › Tidsskriftartikel › Forskning › peer review

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DOI

  • J. Ogrizovic, MWV Bauingenieure AG
    • ,
  • G. Abbiati
  • B. Stojadinović, Swiss Federal Institute of Technology Zurich
    • ,
  • A. Frangi, Swiss Federal Institute of Technology Zurich

The post-tensioned frame is one of the recently emerged structural systems for multi-story timber buildings. It is characterized by a high level of prefabrication and quick erection on the construction site. The post-tensioned frame developed at ETH Zurich is based on post-tensioned beam–column connections with hardwood reinforcement of the column in the connection region and column base connections with glued-in steel rods. Such a construction system is suitable for low- and mid-rise buildings that are located in regions characterized by low to moderate seismicity. This paper presents a series of hybrid simulations of the response of a two-story two-bay post-tensioned timber frame subjected to ground motion excitation. Nonlinear numerical models of both beam–column and column base connections to be used for design purposes are validated based on the experiments.

OriginalsprogEngelsk
Artikelnummer114415
TidsskriftEngineering Structures
Vol/bind265
ISSN0141-0296
DOI
StatusUdgivet - 15 aug. 2022

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