David Lange
David Lange
Senior Lecturer in Structural Engineering at the University of Queensland
Η διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα uq.edu.au
Παρατίθεται από
Παρατίθεται από
Performance of structural glass facades under extreme loads–Design methods, existing research, current issues and trends
C Bedon, X Zhang, F Santos, D Honfi, M Kozłowski, M Arrigoni, L Figuli, ...
Construction and Building Materials 163, 921-937, 2018
Tall building collapse mechanisms initiated by fire: Mechanisms and design methodology
D Lange, C Röben, A Usmani
Engineering Structures 36, 90-103, 2012
An application of the PEER performance based earthquake engineering framework to structures in fire
D Lange, S Devaney, A Usmani
Engineering Structures 66 (2014), 100 - 115, 2014
The need for hierarchies of acceptance criteria for probabilistic risk assessments in fire engineering
R Van Coile, D Hopkin, D Lange, G Jomaas, L Bisby
Fire Technology 55 (4), 1111-1146, 2019
Certain Uncertainty-Demonstrating safety in fire engineering design and the need for safety targets.
D Hopkins, R Van Coile, D Lange
SFPE Europe, 2017
Behaviour of monolithic and laminated glass exposed to radiant heating
M Debuyser, J Sjöström, D Lange, D Honfi, D Sonck, J Belis
Construction and Building Materials 130, 212-229, 2017
Large scale test on a steel column exposed to localized fire
A Byström, J Sjöström, U Wickström, D Lange, M Veljkovic
Journal of structural fire engineering 5 (2), 147-160, 2014
Towards a fragility assessment of a concrete column exposed to a real fire–Tisova Fire Test
D Rush, D Lange
Engineering Structures 150, 537-549, 2017
Overview of problems and solutions in fire protection engineering of wind turbines
S Uadiale, E Urban, R Carvel, D Lange, G Rein
11th Symposium of the International Association for Fire Safety Science, 2014
A comparison of an explicit and an implicit transient strain formulation for concrete in fire
D Lange, R Jansson
11th Symposium of the International Association for Fire Safety Science, 2014
The reduced cross section method applied to glulam timber exposed to non-standard fire curves
D Lange, L Boström, J Schmid, J Albrektsson
Fire technology 51 (6), 1311-1340, 2015
Mechanical response of a partially restrained column exposed to localised fires
D Lange, J Sjöström
Fire safety journal 67, 82-95, 2014
Development of a European approach to assess the fire performance of facades
L Boström, A Hofmann-Böllinghaus, S Colwell, R Chiva, P Tóth, I Moder, ...
Critical infrastructure resilience index
C Pursiainen, R Bjarte, G Baker, D Honfi, D Lange
26th European Safety and Reliability Conference (ESREL 2016), September 25 …, 2016
Probabilistic study of the resistance of a simply-supported reinforced concrete slab according to eurocode parametric fire
M Heidari, F Robert, D Lange, G Rein
Fire Technology 55 (4), 1377-1404, 2019
Assessing the adhesive performance in CLT exposed to fire
M Klippel, J Schmid, R Fahrni, A Frangi
World Conference on Timber Engineering (WCTE 2018), 2018
Uncertainty propagation in FE modelling of a fire resistance test using fractional factorial design based model reduction and deterministic sampling
K Olsson, J Anderson, D Lange
Fire safety journal 91, 517-523, 2017
Incorporation of resilience assessment in Critical Infrastructure risk assessment frameworks
D Lange, D Honfi, M Theocharidou, G Giannopoulos, NK Reitan, ...
27th European Safety and Reliability Conference, ESREL 2017, 18 June 2017 …, 2017
A-priori modelling of the Tisova Fire Test as input to the experimental work
J Degler, A Eliasson, J Anderson, D Lange, D Rush
ASFE, Dubrovnik 60, 2015
Directional dependence of deflections and damages during fire tests of post-tensioned concrete slabs
J Sjöström, D Lange, R Jansson, L Boström
Proceedings of the 7th international conference on structures in fire—SIF …, 2012
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