[HTML][HTML] A holistic framework for designing for structural robustness in tall timber buildings

K Voulpiotis, J Köhler, R Jockwer, A Frangi - Engineering Structures, 2021 - Elsevier
With the ever-increasing popularity of engineered wood products, larger and more complex
structures made of timber have been built, such as new tall timber buildings of …

[HTML][HTML] Nonlinear three-dimensional anisotropic material model for failure analysis of timber

H Eslami, LB Jayasinghe, D Waldmann - Engineering Failure Analysis, 2021 - Elsevier
In this paper, a constitutive material model is proposed to model the nonlinear mechanical
response of timber, as elastoplastic orthotropic material under three-dimensional (3D) stress …

An anisotropic phase-field approach accounting for mixed fracture modes in wood structures within the Representative Crack Element framework

D Supriatna, B Yin, D Konopka, M Kaliske - Engineering Fracture …, 2022 - Elsevier
Wood exhibits complex behavior since the elasticity and the fracture evolution are
characterized by strongly anisotropic features. Furthermore, the fracture resistance of wood …

Performance of notched connectors for CLT-concrete composite floors

MV Thai, S Ménard, SM Elachachi, P Galimard - Buildings, 2020 - mdpi.com
CLT-concrete composite floor systems are a solution for timber buildings with a long-span
floor. It yields a reduction of carbon footprint and even eco-friendly structure at the end of its …

Influence of the earthquake and progressive collapse strain rate on the structural response of timber dowel type connections through finite element modelling

X Cheng, BP Gilbert, H Guan, D Dias-da-Costa… - Journal of Building …, 2022 - Elsevier
This paper aims at understanding the influence of the strain rate, as those experienced
under earthquake and progressive collapse events (referred to as “medium” strain rates), on …

[PDF][PDF] Design of taller timber buildings subjected to accidental loads: a state-of-the-art review

D Casagrande, D Brandon, G D'Arenzo, C Viau - COST Action CA, 2022 - cahelen.eu
The structural behaviour of Tall Timber Buildings (TTBs) subjected to earthquake actions is
governed to a large extent by the Lateral Load Resisting Systems (LLRSs), whose …

[HTML][HTML] Finite element analysis of alternative load paths to prevent disproportionate collapse in platform-type CLT floor systems

JAJ Huber, HM Bita, T Tannert, S Berg - Engineering Structures, 2021 - Elsevier
fvAbstract Multi-storey buildings require mitigation of consequences of unexpected or
accidental events, to prevent disproportionate collapse after an initial damage. Cross …

Behaviour of basalt fibre reinforced polymer strengthened timber laminates under tensile loading

D Fernando, A Frangi, P Kobel - Engineering Structures, 2016 - Elsevier
Timber has been widely used all over the world as a structural material. The defects such as
knots could significantly reduce the mechanical properties of timber, thus significantly …

A hysteresis model for timber joints with dowel-type fasteners

M Izzi, G Rinaldin, A Polastri, M Fragiacomo - Engineering Structures, 2018 - Elsevier
Predicting the mechanical behaviour and the failure mechanism of timber joints with dowel-
type fasteners requires consideration of several factors, including the geometrical and …

Determination of coefficients of friction for laminated veneer lumber on steel under high pressure loads

M Dorn, K Habrová, R Koubek, E Serrano - Friction, 2021 - Springer
In this study, static coefficients of friction for laminated veneer lumber on steel surfaces were
determined experimentally. The focus was on the frictional behaviors at different pressure …