Predicting the structural behaviour and failure mechanism of hybrid steel-grout connectors for cross-laminated timber panels using high-fidelity finite-elements modelling-Reference-Cited by-同舟云学术

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Predicting the structural behaviour and failure mechanism of hybrid steel-grout connectors for cross-laminated timber panels using high-fidelity finite-elements modelling

Published:2024-10 Issue: Volume:447 Page:138121
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Feujofack K. Blériot V.,Loss Cristiano^ORCID

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Reference69 articles.

1. Cross laminated timber (CLT): Design approaches for dowel-type fasteners and connections;Ringhofer;Eng. Struct.,2018

2. Cross laminated timber (CLT): overview and development;Brandner;Eur. J. Wood Prod.,2016

3. High-performance grout-reinforced shear connectors for hybrid steel-cross-laminated timber building systems: experimental study;Shulman;J. Build. Eng.,2023

4. Mechanics-based analytical models for balloon-type cross-laminated timber (CLT) shear walls under lateral loads;Chen;Eng. Struct.,2020

5. In-plane stiffness of hybrid steel–cross-laminated timber floor diaphragms;Loss;J. Struct. Eng.,2018

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