PERFORMANCE-BASED FIRE DESIGN OF STEEL STRUCTURES OF HELSINKI OLYMPIC STADIUM

被引：2

作者：

Salminen, Mikko ^{[1
]}

Hietaniemi, Jukka ^{[1
]}

机构：

[1] Markku Kauriala Ltd, Fire Engn & Fire Safety Design Consultants, Turku, Finland

来源：

APPLICATIONS OF STRUCTURAL FIRE ENGINEERING | 2017年

关键词：

Performance-based fire design; structural analysis; steel structures;

D O I：

10.14311/asfe.2015.016

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents an overview of the fire safety analysis conducted for the steel trusses of Helsinki Olympic Stadium stand. The analysis were conducted using advanced calculation models (FDS and SAFIR). It is shown that the predefined design solution (R60 fire protection with sprinklers) can be replaced by fire protection to class R15 (no sprinkler system) without sacrificing safety when some other passive protection means are applied. The good design solution in this case required highly iterative design process and smooth co-operation between client, architects, structural engineers and fire safety consultants.

引用

页数：6