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Charring rates of heavy timber structures for Fire Safety Design: A study of the charring rates under various fire exposures andthe influencing factors

机译：防火设计中重型木结构的炭化率：各种火灾暴露下的炭化率及其影响因素的研究

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PhD i bygg, anlegg og transport

机译：建筑，建筑和运输博士学位

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Friquin Kathinka Leikanger;
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年度 2010
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正文语种 eng
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1. The Charring Depth And Charring Rate Of Glued Laminated Timber After A Standard Fire Exposure Test [J] . Te-Hsin Yang, Song-Yung Wang, Ming-Jer Tsai, Building and Environment . 2009,第2期

机译：标准防火测试后胶合层压木材的炭化深度和炭化率
2. Fire tests of South African cross-laminated timber wall panels: fire ratings, charring rates, and delamination [J] . van der Westhuyzen S, Walls R, de Koker N Journal of the South African Institution of Civil Engineering . 2020,第1期

机译：南非交叉层压木材墙板的消防试验：消防额定值，炭化率和分层
3. Fire resistance of timbers from tropical countries and comparison of experimental charring rates with various models [J] . Jacques Michel Njankouo, Jean-Claude Dotreppe, Jean-Marc Franssen Construction and Building Materials . 2005,第5期

机译：热带国家木材的耐火性以及各种模型的实验炭化率的比较
4. CHARRING RATES FOR CROSS-LAMINATED TIMBER PANELS EXPOSED TO STANDARD AND PARAMETRIC FIRES [C] . Kathinka Leikanger Friquin, Mads Grimsbu, Per Jostein Hovde World conference on timber engineering . 2010

机译：交叉层压的标准材和参数材的镶板的计费率
5. A critical study on performance-based fire safety design in Hong Kong with timber perforated ceilings as an example. [D] . Fiona, Tsui Suk Chong. 2009

机译：以木材穿孔天花板为例，对香港基于性能的防火设计进行了批判性研究。
6. Charring temperatures are driven by the fuel types burned in a peatland wildfire [O] . Victoria A. Hudspith, Claire M. Belcher, Jonathan M. Yearsley 2014

机译：炭黑温度是由泥炭地野火中燃烧的燃料类型决定的
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Fire Performance of Mass-Timber Encapsulation Methods and the Effect of Encapsulation on Char Rate of Cross-Laminated Timber. [R] . Hasburgh, L., Bourne, K., Dagenais, C., 2016

机译：大量木材封装方法的防火性能及封装对交叉层压木材焦炭率的影响。

Charring rates of heavy timber structures for Fire Safety Design: A study of the charring rates under various fire exposures andthe influencing factors

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