Proposal for an equivalent frame model for the analysis of multi-storey monolithic CLT shearwalls-Reference-Cited by-同舟云学术

Proposal for an equivalent frame model for the analysis of multi-storey monolithic CLT shearwalls

Published:2021-10 Issue: Volume:245 Page:112894
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Casagrande Daniele,Doudak Ghasan,Vettori Matteo,Fanti Riccardo

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

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

2. CLT Handbook: Cross-Laminated Timber;Gagnon,2011

3. Full-scale tests and numerical analysis of low-rise CLT structures under lateral loading;Yasumura;J Struct Eng,2016

4. Influence of openings on shear capacity of wooden walls;Dujic,2007

5. Moosbrugger T, Guggenberger W, Bogensperger T. Cross laminated timber wall segments under homogeneous shear – with and without openings. Proceedings of World Conference on Timber Engineering (WCTE), Portland, OR, USA, vol. 1, 2006. p. 219–8.

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1. Experimental and numerical investigation of the cyclic behaviour of coupled balloon-type CLT shear walls with high-capacity base connections;Engineering Structures;2024-11

2. Predicting the non-linear behaviour of cross laminated timber shearwalls with cut-out openings;Structures;2024-10

3. Investigating the effect of the structural interactions due to floors and lintels on the lateral response of multi-storey Cross-Laminated Timber shear walls;Engineering Structures;2023-09

4. Numerical analysis of CLT shear walls using high-fidelity model: Connection to building system;Journal of Building Engineering;2023-08

5. Study on the influence of traveling wave effect on Γ-type combined structure using equivalent simplified model;PLOS ONE;2023-08-01