scholarly journals A Structural Fire Engineering Prediction for the Veselí Fire Tests, 2011

2013 ◽  
Vol 4 (1) ◽  
pp. 1-8
Author(s):  
Shan-Shan Huang ◽  
Ian Burgess ◽  
Buick Davison
Author(s):  
Nicoletta Galluzzi ◽  
Mark A. O'Connor

<p>Performance-based fire design represents one of the routes available to design for structural fire safety. The development of the approach and the assessment of the behaviour of multi-storey composite steel structures in fire have been mainly developed from the understanding gained from the Cardington full-scale fire tests carried out between 1995-96. The tests not only contributed to the understanding of the inherent fire resistance of steel-framed buildings, but also provided significant data to validate computational finite element (FE) models which are now used to develop optimum fire protection designs for safety, sustainability and economy.</p><p>By adopting the performance-based approach to structural fire engineering, more economical designs and efficient construction programmes of buildings can be achieved. Additionally, performance-based design can enhance the levels of safety by providing a better understanding of the actual behaviour of the structure during fire.</p><p>This paper outlines the lessons learned from the Cardington fire tests and the development of the key outcomes in the last 20 years in the advancement of the performance-based fire design process. Examples of practical applications of performance-based fire design on large and tall steel-framed buildings carried out by the authors are given along with the main challenges and technical issues.</p>


2018 ◽  
Vol 55 (4) ◽  
pp. 1147-1173 ◽  
Author(s):  
Mayank Shrivastava ◽  
Anthony K. Abu ◽  
Rajesh P. Dhakal ◽  
Peter J. Moss

Author(s):  
Mayank Shrivastava ◽  
Anthony K. Abu ◽  
Rajesh P. Dhakal ◽  
Peter J. Moss ◽  
Trevor Z. Yeow

2012 ◽  
Vol 49 (3) ◽  
pp. 767-792 ◽  
Author(s):  
G. Flint ◽  
S. Lamont ◽  
B. Lane ◽  
H. Sarrazin ◽  
L. Lim ◽  
...  

Author(s):  
Kevin J. LaMalva

<p>Advancements put forth by the Structural Engineering Institute (SEI) of ASCE are paving the way for a regulated engineered alternative to the long‐standing archaic requirements for structural fire design. For the past century, project stakeholders have tolerated a strikingly inefficient and amorphous system for protecting structures from uncontrolled fire. Traditionally, fire protection is prescribed for structures after they have been optimized for ambient design loads (i.e., gravity, wind, seismic, and others), with no explicit consideration of structural fire performance. Accordingly, the vulnerability of buildings to structural failure from uncontrolled fire is presumably variable across different jurisdictions, which have varying structural design requirements for ambient loads. Also, structural engineers are often absent from the structural fire protection design process entirely.</p><p>In conjunction with new provisions in Appendix E of Minimum Design Loads and Associated Criterial for Buildings and Other Structures (ASCE/SEI 7‐16), a first‐of‐its‐kind ASCE/SEI Manual of Practice 138: Structural Fire Engineering, has been developed to provide structural engineers a baseline level of guidance to practice structural fire engineering. Also, ASCE/SEI has partnered with the Charles Pankow Foundation to conduct an ambitious project meant to showcase this new technology to the industry. Advancing the adoption of performance‐based structural fire engineering within the AEC industry will benefit public safety while delivering more efficient and economic building designs.</p>


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