2013
DOI: 10.1007/978-94-007-7460-5_9
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Fire Protection of Timber Building Structures and Constructions

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Cited by 2 publications
(4 citation statements)
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“…However, the CLT fire-rated assembly details still need to be standardised (Grasberger & Hinton, 2018). Alternatives include structural fire protection, impregnation of wood with fire-retardant compositions, direct application of fire-retardant coatings to the material surface, and the use of combined fire protection such as sheeting and thermal insulation (Aseeva et al, 2013). According to Gerard and Barber (2013), the greater the depth of the section (3, 5, or 7 layers), the greater the fire resistance and fire-resistant linings.…”
Section: Literature Reviewmentioning
confidence: 99%
“…However, the CLT fire-rated assembly details still need to be standardised (Grasberger & Hinton, 2018). Alternatives include structural fire protection, impregnation of wood with fire-retardant compositions, direct application of fire-retardant coatings to the material surface, and the use of combined fire protection such as sheeting and thermal insulation (Aseeva et al, 2013). According to Gerard and Barber (2013), the greater the depth of the section (3, 5, or 7 layers), the greater the fire resistance and fire-resistant linings.…”
Section: Literature Reviewmentioning
confidence: 99%
“…The compressive strength reduction for timber specimens with a moisture content of 12% is between 60-75 % for different timber species at 100°C (Young & Clancy, 2001). A summary of those results is very well explained in the books published by Aseeva et al, 2014and Purkiss & Li, 2014(Aseeva, Serkov, & Sivenkov, 2014Purkiss & Li, 2014). The correlations between temperature and strength has been generally presented by a linear regression equation (Aseeva et al, 2014;CEN, 2004;Purkiss & Li, 2014).…”
Section: Chapter 3 Mechanical Behaviour Of Bamboo At Elevated Temperamentioning
confidence: 84%
“…A summary of those results is very well explained in the books published by Aseeva et al, 2014and Purkiss & Li, 2014(Aseeva, Serkov, & Sivenkov, 2014Purkiss & Li, 2014). The correlations between temperature and strength has been generally presented by a linear regression equation (Aseeva et al, 2014;CEN, 2004;Purkiss & Li, 2014). Strength reductions are dependent on the type of load imposed on the load-bearing member; for instance, Aseeva (2014) observed that the bilinear behaviour in the bending strengthtemperature curves, is different to the reduction observed in tension or compression.…”
Section: Chapter 3 Mechanical Behaviour Of Bamboo At Elevated Temperamentioning
confidence: 91%
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