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Titlebook: Advanced Analysis and Design for Fire Safety of Steel Structures; Guoqiang Li,Peijun Wang Book 2013 Zhejiang University Press, Hangzhou an

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發(fā)表于 2025-3-21 16:15:15 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Advanced Analysis and Design for Fire Safety of Steel Structures
影響因子2023Guoqiang Li,Peijun Wang
視頻videohttp://file.papertrans.cn/146/145223/145223.mp4
發(fā)行地址Summarizes the most recent research achievements in structural fire safety design.Provides advanced analysis method for fire safety of steel structures in a fire.Develops design methods considering th
學(xué)科分類Advanced Topics in Science and Technology in China
圖書(shū)封面Titlebook: Advanced Analysis and Design for Fire Safety of Steel Structures;  Guoqiang Li,Peijun Wang Book 2013 Zhejiang University Press, Hangzhou an
影響因子.Advanced Analysis and Design for Fire Safety of Steel Structures. systematically presents the latest findings on behaviours of steel structural components in a fire, such as the catenary actions of restrained steel beams, the design methods for restrained steel columns, and the membrane actions of concrete floor slabs with steel decks. Using a systematic description of structural fire safety engineering principles, the authors illustrate the important difference between behaviours of an isolated structural element and the restrained component in a complete structure under fire conditions..The book will be an essential resource for structural engineers who wish to improve their understanding of steel buildings exposed to fires. It is also an ideal textbook for introductory courses in fire safety for master’s degree programs in structural engineering, and is excellent reading material for final-year undergraduate students in civil engineering and fire safety engineering. Furthermore, it successfully bridges the information gap between fire safety engineers, structural engineers and building inspectors, and will be of significant interest to architects, code officials, building desig
Pindex Book 2013
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Beginning Visual Web Programming in VB .NETre caused by a fire happens occasionally, as shown in Fig. 11.2. There are both scientific and engineering demand for proposing analysis and design methods for the fire safety of large space steel structure buildings.
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Master Pages, Themes, and Skins,For structural fire engineering, two sets of data are very important which are
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Beginning Visual Web Developer 2005 ExpressWhen one of the following conditions is met, it is thought that the lateral torsional buckling of a flexural component is prevented and only the yield strength capacity of the flexural component is checked. at high temperatures
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https://doi.org/10.1007/978-1-4302-0105-2The objective of this chapter is to describe how fire resistance and design calculation is carried out for isolated steel columns. Herein below, the approach provided by the CECS200. is adopted as the main source of information for the objects.
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Beginning Visual Web Developer 2005 Expressve a low fire resistance. At the temperature of 600 °C., the steel will lose most of its strength and stiffness. The fire in the building may cause global collapse to the steel structure or severe damage to structural components.
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