Nonlinear Finite‐Element Model of Complete Light‐Frame Wood Structures

Kasal, Bohumil; Leichti, Robert J.; Itani, Rafik Y.

doi:10.1061/(asce)0733-9445(1994)120:1(100)

Cited by 62 publications

(27 citation statements)

References 8 publications

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“…Finally, Kasal et al (1994) developed a three-dimensional finite element model to investigate the responses of complete light-frame wood structures.…”

Section: Experimental Studies and Design Methodsmentioning

confidence: 99%

Analysis of timber-framed walls coated with CFRP strips strengthened fibre-plaster boards

Premrov

Dobrila

Bedenik

2004

International Journal of Solids and Structures

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“…Finally, Kasal et al (1994) developed a three-dimensional finite element model to investigate the responses of complete light-frame wood structures.…”

Section: Experimental Studies and Design Methodsmentioning

confidence: 99%

Analysis of timber-framed walls coated with CFRP strips strengthened fibre-plaster boards

Premrov

Dobrila

Bedenik

2004

International Journal of Solids and Structures

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“…In the beam model [1,2,3,4] frame elements of the timber structure are described as applying beam elements, while sheathing boards are represented by an adopted diagonal spring. The frame scheme of the structure is obtained in a result where triangle-creating beam elements are joined in nodes modeled applying non-dimensional spring elements of adequate stiffness.…”

Section: Formerly Elaborated Analytic Models In Wood-framed Structuresmentioning

confidence: 99%

Effective Model for Analysis of Wood-Framed Timber Structures

Malesza

2017

Archives of Civil Engineering

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1This paper presents new procedure modeling based on finite element method analysis of wood-framed timber structures. The fasteners linking boards of sheathing with the timber frame both modeled applying shell finite element, with individual material parameters, remain the main objective of this manuscript. Material parameters are obtained from experimental tests and numerical identification. The main objective of the paper is the elaboration of the numerical model with high precision of mapping, and, at the same time, diminishing the number of the unknown simplifying the process of the modeling of timber structures. The new presented method leads to a simplification of analysis of multistory wood-framed multifamily building structures.

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“…A comprehensive review of these studies is given by Collins et al (2005) and Lindt et al (2010). Among these studies, Kasal et al (1994) and Collins (2005) successfully modeled light wood-frame structures with ANSYS software. ANSYS was also utilized for simulating timber connections (Shanks and Walker 2009) and wood properties test specimens (Dahl and Malo 2009).…”

Section: Fem Simulationmentioning

confidence: 99%

Dynamic Properties of Conventional Beam-Column Timber Structure Under Successive Damage

Hailing

Xue

Gang

2011

Journal of Asian Architecture and Building Engineering

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A full-scale, three-story conventional beam-column timber structure was tested in-situ to investigate the changes of natural frequencies due to progressing artificial damage. A total of 45 test steps were adopted in the execution of this experiment and analysis. Columns were cut by saw and/or totally removed at each testing step in order to simulate different levels of damage. A three-dimensional finite element (FE) model of the test structure was established and applied to predict its natural frequency in each of the 45 test steps. Both the FE simulation and the testing results show similar tendencies in most test cases, however they slightly deviate from each other in some particular test cases. Damage sensitivity, as well as the influence of temperature and humidity on the natural frequency was also examined. The results and conclusions from this study can benefit the emerging research field of structural health monitoring.

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Nonlinear Finite‐Element Model of Complete Light‐Frame Wood Structures

Cited by 62 publications

References 8 publications

Analysis of timber-framed walls coated with CFRP strips strengthened fibre-plaster boards

Analysis of timber-framed walls coated with CFRP strips strengthened fibre-plaster boards

Effective Model for Analysis of Wood-Framed Timber Structures

Dynamic Properties of Conventional Beam-Column Timber Structure Under Successive Damage

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