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J. Valente, I. Neves (1999)
Fire resistance of steel columns with elastically restrained axial elongation and bendingJournal of Constructional Steel Research, 52
(1996)
Seismic Evaluation and Retrofit of Concrete Building (ATC-40)
David Brown (2018)
Eurocode 3: Design of steel structuresDesign of Structural Elements
Mehrdad Memari, H. Mahmoud, B. Ellingwood (2014)
Post-earthquake fire performance of moment resisting frames with reduced beam section connectionsJournal of Constructional Steel Research, 103
M. Dwaikat, V. Kodur (2011)
A performance based methodology for fire design of restrained steel beamsJournal of Constructional Steel Research, 67
J. Rodrigues, Luís Laím (2017)
Fire response of restrained composite columns made with concrete filled hollow sections under different end-support conditionsEngineering Structures, 141
G. Corte, R. Landolfo, F. Mazzolani (2003)
Post-earthquake fire resistance of moment resisting steel framesFire Safety Journal, 38
B. Taranath (2004)
Seismic Rehabilitation of Existing Buildings
(2005)
Fire following earthquake. Technical Council on Lifeline Earthquake Engineering Monograph 26
(2002)
Eurocode 1: actions on structures -part 1-2: general actions. Actions on structures exposed to fire
M. Gillie, A. Usmani, J. Rotter (2001)
A structural analysis of the first Cardington testJournal of Constructional Steel Research, 57
(2014)
ABAQUS / Standard analysis user ’ s manual v 14
C. Scawthorn, J. Eidinger, A. Schiff (1986)
Fire Following EarthquakeFire Safety Science, 1
R. Suwondo, M. Gillie, C. Bailey, L. Cunningham (2017)
Post earthquake fire behaviour of composite steel framed structures
(2004)
Eurocode 8: design of structures for earthquake resistance -part 1: general rules, seismic actions and rules for building
Weiyong Wang, Guoqiang Li (2009)
Behavior of steel columns in a fire with partial damage to fire protectionJournal of Constructional Steel Research, 65
(1985)
Calibrating frame
(1975)
ISO (1975) Fire resistance test-elements of building construction
(2004)
Eurocode 2: design of concrete structures -part 1-2: general rules -structural fire design
B. Behnam, H. Ronagh (2015)
Post-Earthquake Fire performance-based behavior of unprotected moment resisting 2D steel framesKSCE Journal of Civil Engineering, 19
B. Faggiano, M. Esposto, F. Mazzolani (2008)
RISK ASSESSMENT OF STEEL STRUCTURES UNDER FIRE
(2015)
ATC - 40 Seismic evaluation and retrofit of concrete building
V. Kodur, Amir Arablouei (2015)
Effective properties of spray-applied fire-resistive material for resistance to cracking and delamination from steel structuresConstruction and Building Materials, 84
N. Braxtan, S. Pessiki (2011)
Postearthquake Fire Performance of Sprayed Fire-Resistive Material on Steel Moment FramesJournal of Structural Engineering-asce, 137
Akshay Gupta, H. Krawinkler (2000)
Estimation of seismic drift demands for frame structuresEarthquake Engineering & Structural Dynamics, 29
(2014)
ABAQUS/Standard Analysis User's Manual v14.2
(2014)
Postearthquake fire performance of moment resisting frames
Venkatesh Kodur (2005)
Guidelines for Fire Resistance Design of High-strength Concrete ColumnsJournal of Fire Protection Engineering, 15
F. Ali, David O’Connor (2001)
Structural performance of rotationally restrained steel columns in fireFire Safety Journal, 36
F. Rezvani, H. Ronagh (2015)
Structural response of a MRF exposed to travelling fire, 168
(1998)
The behaviour of multi-storey steel frame building in fire
(1998)
The behaviour of multi-storey steel frame building in fire - Technical Report
G. Corte, G. Matteis, R. Landolfo, F. Mazzolani (2002)
Seismic analysis of MR steel frames based on refined hysteretic models of connectionsJournal of Constructional Steel Research, 58
D. Tomeček, J. Milke (1993)
A study of the effect of partial loss of protection on the fire resistance of steel columnsFire Technology, 29
(2007)
Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06)
Amir Arablouei, V. Kodur (2015)
Dynamic delamination of fire insulation applied on steel structures under impact loadingInternational Journal of Impact Engineering, 83
Luís Laím, J. Rodrigues (2016)
Numerical analysis on axially-and-rotationally restrained cold-formed steel beams subjected to fireThin-walled Structures, 104
N. Ryder, S. Wolin, J. Milke (2002)
An Investigation of the Reduction in Fire Resistance of Steel Columns Caused by Loss of Spray-Applied Fire ProtectionJournal of Fire Protection Engineering, 12
F. Mazzolani (2013)
Fire after Earthquake
(2004)
Eurocode 4: design of composite steel and concrete structures -part 1-1: general rules and rules for building
F. Mazzolani, E. Mistakidis, R. Borg, M. Byfield, G. Matteis, D. Dubina, M. Indirli, A. Mandara, J. Muzeau, F. Wald, Yong Wang (2008)
Urban habitat constructions under catastrophic events
C. Majorana, V. Salomoni, G. Mazzucco, G. Khoury (2010)
An approach for modelling concrete spalling in finite strainsMath. Comput. Simul., 80
Weiyong Wang, Guoqiang Li, V. Kodur (2013)
Approach for Modeling Fire Insulation Damage in Steel ColumnsJournal of Structural Engineering-asce, 139
M. Gillie (2009)
Analysis of heated structures: Nature and modelling benchmarksFire Safety Journal, 44
R. Zaharia, D. Pintea (2009)
Fire after earthquake analysis of steel moment resisting framesInternational Journal of Steel Structures, 9
Diana Bohm (2016)
Ductile Design Of Steel Structures
(1975)
ISO 834 - 1975 : Fire resistance test - elements of building construction
(2002)
Eurocode 1: actions on structures -part 1-1: general actions -densities, self-weight
(2007)
Fire after earthquake . Proceeding from WG 1 Meet
Fire loading following earthquake loading is possible in any building in a seismic-prone area. However, most design approaches do not consider fire following earthquake as a specific loading case. Moreover, seismic design philosophies allow a certain degree of damage in structural elements which make structures more vulnerable when subjected to post-earthquake fire. This study uses three-dimensional numerical models to investigate the effect of earthquake damage on the fire resistance of composite steel-frame office buildings. A total of two types of earthquake damage, fire insulation delamination and residual lateral frame deformation, are investigated. It is concluded that earthquake damage can significantly reduce the fire resistance of composite buildings, with delamination of fire protection having the greatest effect. The results of this study can be used by designers to improve the post-earthquake fire resistance of composite buildings.
Advances in Structural Engineering – SAGE
Published: Dec 1, 2018
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