Fire Engineering of Buildings-Some Aspects on the Situation in Switzerland and EuropeRecent Research at ETH Zurich

M. Fontana
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Abstract

It’s a great pleasure to be here today and a great honor to present a little about what is going on in fire research in Europe. I’d like to speak first about fire regulations because this is most important if you want to use fire safety engineering. One important aspect is natural fires, since they differ from standard fires, and then I will speak about structural fire design especially with regards to the robustness of safety measures. I will then present some research topics as Dr Osaki asked, and I’ll talk a little about Eurocodes. Now, in terms of fire regulations, there are different concepts; performance-based concepts and prescriptive concepts. With prescriptive concepts, still mostly used in Europe, design is easy. You just open the book and do what it says. However, it offers little flexibility and it may be quite expensive for steel structures. With performance-based design, you only get objective based regulation and then you make the design. The problem is that you have to go to the authorities and discuss it and get it accepted. So may be you do a design and after 6 months you find out they don’ t want to accept it. So although you have a lot of flexibility, you also have the risk that acceptance will take a long time. Therefore, in Swiss regulation, we have introduced something in between. We give free choice between different concepts. Either you go with the traditional structural concept with structural fire resistance or you add a Figure 2.2.1
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建筑消防工程——瑞士的情况和苏黎世联邦理工学院欧洲百分比研究的一些方面
今天很高兴来到这里,也很荣幸向大家介绍一下欧洲火灾研究的进展。我想先谈谈消防法规因为如果你想使用消防安全工程,这是最重要的。一个重要的方面是自然火灾,因为它们不同于标准火灾,然后我会谈到结构火灾设计,特别是关于安全措施的稳健性。然后,我将按照Osaki博士的要求,介绍一些研究课题,并谈谈欧洲法规。现在,在消防法规方面,有不同的概念;基于性能的概念和规范的概念。有了规范性的概念(在欧洲仍主要使用),设计就很容易了。你只要打开书,照上面说的做。然而,它提供很少的灵活性,并且对于钢结构来说可能相当昂贵。在基于性能的设计中,你只能得到基于客观的规则,然后再进行设计。问题是,你必须去当局讨论,让它被接受。所以可能你做了一个设计,6个月后你发现他们不想接受它。因此,尽管你有很大的灵活性,但你也有可能需要很长时间才能被接受。因此,在瑞士的监管中,我们引入了介于两者之间的东西。我们在不同的概念之间自由选择。要么沿用传统的结构耐火概念,要么加入图2.2.1
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