INTERNATIONA L CONFE RENC E ON STRUCTURES … of Programme-SiF'14.pdfRaul Zaharia University of...
Transcript of INTERNATIONA L CONFE RENC E ON STRUCTURES … of Programme-SiF'14.pdfRaul Zaharia University of...
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ACKNOWLEDGEMENT
The conference organizers would like to thank the following
sponsors for their much appreciated support to the Conference.
Financial Sponsors:
AkzoNobel Protective Coatings China
Department of Building Engineering, Tongji University
State Key Laboratory of Disaster Reduction in Civil Engineering
Tongji Architectural Design (TJAD) (Group) Co., Ltd
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Content
Committees.............................................................................................2-4
Conference Information..........................................................................5-8
Plan of Sites...........................................................................................9-10
Conference Schedule Overview................................................................11
Conference Programme.......................................................................12-21
List of Posters......................................................................................22-26
Committees
Scientific Committee
Chairman:
Venkatesh Kodur, Michigan State University, USA
Track 1: Applications of Structural Fire Safety Engineering
Bin Zhao (Leader) CTICM, France
Daniel Joyeux Efectis France, France
Florian Block Buro Happold, UK
Olivier Vassart Arcelor Mittal, Luxembourg
Susan Lamont Arup, UAE
Ralph Hamerlinck BOUWEN MET STAAL, Netherlands
Zhaopeng Ni Tianjin Fire Research Institute, China
Jiann Yang NIST, USA
Track 2: Concrete structures and any other topics
Kang Hai Tan (Leader) Nanyang Technological University, Singapore
Pietro Gambarova Politech. Milan , Italy
Faris Ali University of Ulster , UK
Bo Wu South China University of Technology, China
Mark Green Queen's University, Canada
Luke Bisby University of Edinburgh, UK
Pradeep Bhargava IIT Roorkee, India
Tony Abu UC Canterbury, New Zealand
Zhaohui Huang Brunel University, UK
Luc Taerwe University of Gent, Belgium
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Colin Bailey University of Manchester, UK
Track 3: Timber structures and fire protection materials
Mario Fontana (Leader) ETHZ, Switzerland
Massimo Fragiacomo University of Sassari, Italy
Joachim Schmid SP, Sweden
Steve Craft Forintek, Canada
Marc Janssens SW Research Inst, USA
Andrea Frangi ETHZ, Switzerland
Andy Buchanan University of Canterbury, New Zealand
Track 4: Numerical Modeling
Asif Usmani (Leader) University of Edinburgh, UK
Martin Gillie University of Edinburgh, UK
Basam Izzuddin Imperial College, UK
Zhaohui Huang University of Sheffield, UK
Jean‐Marc Franssen University de Liège, Belgium
Angus Law Arup, UK
Suwen Chen Tongji University, China
Ann Jeffers University of Michigan, USA
Track 5: Composite structures
Guo Qiang Li (Leader) Tongji University, China
Markus Knobloch ETHZ, Switzerland
Peter Schaumann University of Hannover, Germany
Linhai Han Tsinghua University, China
Ali Nadjai University of Ulster, UK
Dhionis Dhima CSTB, France
João Paulo Rodrigues Universidade de Coimbra, Portugal
Track 6: Steel Structures
Paulo Vila Real (Leader) University of Aveiro, Portugal
Yong C. Wang University of Manchester, UK
Frantisek Wald Czech Technical University in Prague, Czech Republic
Didier Talamona University of Newcastle, Australia
Jyri Outinen Ruukki Construction Oy, Finland
Ian Burgess University of Sheffield, UK
Maria Garlok Princeton University, USA
Michael D. Engelhardt University of Texas at Austin, USA
Raul Zaharia University of Timisoara, Romania
Leroy Gardner Imperial College, UK
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Organising Committees
G.Q. Li, Chair (李国强) Tongji University, China H.H. Zhu (朱合华) Tongji University, China Y. Yuan (袁 勇) Tongji University, China J.Z. Xiao (肖建庄) Tongji University, China K.X. Hu (胡克旭) Tongji University, China S.W. Chen (陈素文) Tongji University, China S.C. Jiang (蒋首超) Tongji University, China J.T. Yu (余江滔) Tongji University, China G.B. Lou (楼国彪) Tongji University, China J. Jiang (姜 健) Tongji University, China L.H. Han (韩林海) Tsinghua University, China B. Wu (吴 波) South China University of Technology, China Y.L. Dong (董毓利) HuaQiao Universigy, China J.C. Zhao (赵金城) ShangHai Jiao Tong University, China
W.Z. Zheng (郑文忠) Harbin Institute of Technology, Harbin, China
G.P. Shu (舒赣平) Southeast University, China
L.J. Qu (屈立军) Chinese People's Institute Of Armed Police Force, Langfang, China
C.G. Fu (傅传国) Shandong Jianzhu University, Jinan, China
Y. Du (杜 咏) Nanjing University of Technology, Nanjing, China
P.J. Wang (王培军) Shandong University, Jinan, China
W.Y. Wang (王卫永) Chongqing University, Chongqing, China
J.F. Wang (王静峰) Hefei University of Technology, Hefei, China
H.T. Zhou (周焕廷) Wuhan University of Technology, Wuhan, China
J. Zeng (曾 杰) Shanghai Fire Bureau, Shanghai, China
Z.P. Ni (倪照鹏) Tianjin Fire Research Institute, Tianjin, China
Steering Committee
Jean-Marc Franssen University of Liege, Belgium
Andy Buchanan Univ. of Canterbury, New Zealand
Venkatesh Kodur Michigan State University
Paulo Vila Real University of Aveiro, Portugal
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Conference Information
Background and Objective
Structural fire safety has raised growing concerns in the design of
infrastructures. The "Structures in Fire" (SiF) specialized workshop series was
conceived in the late 1990's and the "First International SiF workshop" was
held in Denmark in 2000. This was followed by Inter‐national SiF workshops
that were held in New Zealand in 2002, Canada in 2004 and Portugal in 2006.
The title was then changed from workshop to conference, with the SiF
International Conference in Singapore in 2008,Michigan State University USA
in 2010 and ETH Zurich in 2012.
Following the great success of previous workshops and conferences, Tongji
University was selected to host the 8th International Conference on Structures
in Fire SiF'14 in June 2014.
The main mission of SiF conferences is to provide an opportunity for
researchers and engineers to share their research, technology and expertise
with their peers at an international forum. The special features of the SiF
conference series include high quality presentations, adequate time for
presentation and discussion, single‐track sessions, specific focus on
"Structures in Fire" and affordable conference costs for participants.
Conference Themes
The focus of the conference is on the behavior of structures under fire
conditions, including the following topics:
• Numerical modeling of structures in fire
• Simple calculation methods
• Experimental studies
• Material behavior at high temperature
• Validation
• Practical applications and case studies
• Analysis of “whole structure” behavior
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• Steel, concrete, masonry, timber, aluminum and composite structures
• Thermal and mechanical model interface
• Fire and thermal models for fire resistance evaluation
Conference Venue and Transportation
The Conference will be held at the Tongji Architectural Design (TJAD) (Group)
Co., Ltd.
Address: No. 1230 Siping Road, Shanghai, 200092, China
Tel : +86 2165987788
website: www.tjadri.com
There are two airports in Shanghai: Pudong International Airport (PVG) AND
Hongqiao International Airport (SHA). Taking a taxi will cost you RMB 200/100
from PVG/SHA to the conference venue. You may also take the Tube Line 10
and get off at the stop of Tongji University. The conference venue is within
walking distance from the Tube stop.
On‐site Registration
Onsite Registration Hours:
Kingswell Hotel Tongji Tuesday, June 10 14:00 – 22:00
Conference Venue (TJAD) Wednesday, June 11 7:30 – 17:00
Thursday, June 12 7:30 – 17:00
Friday, June 13 7:30 – 14:30
Onsite Registration fees:
Delegate USD 480 (RMB 2800)
Student USD 430 (RMB 2200)
Proceeding USD 200 (RMB 1200)
Banquet USD 200 (RMB 1200)
Note: Payment by cash or card.
Breaks / Lunches
Break stations are located close to the session rooms. Lunches provided on
Wednesday, Thursday and Friday are located nearby the Conference Venue.
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Lunch vouchers can be found in your registration package. Any other meals are
the responsibility of each participant.
Reception Party and Conference Banquet
Reception Party
Kingswell Hotel Tongji June 11 18:30 – 21:30
No.50 Zhangwu Road (near conference venue)
Conference Banquet
Shanghai Classical HotelJune 12 18:30 – 21:30
No. 242 Fuyou Road (near Bund)
Presentation of Papers
Oral presentation:
English should be used for presentations and discussions. Each speaker is
allowed 15 minutes for presentation and 5 minutes for discussion.
Poster Presentation:
The posters will be on exhibition in Room C throughout the duration of the
conference. Poster presenters are requested to mount their posters on the
provided boards. Three poster sessions are planned combined with Coffee
break. Authors are encouraged to be at their poster during the discussion of
the Posters. Poster should be dismantled on Friday, June 13 between 17:00 –
18:00.
Accommodation
Hotel nearby the conference venue are mentioned on the website where
reservation forms are provided. Please get reservations yourself.
Internet
Free WLAN internet access will be provided for participants each day.
Password will be handed out at the registration desk. There are also
computers for use at the secretariat of the conference.
Currency
The current exchange rate is US$1 = RMB$6.1 approximately. Most foreign
currencies can be freely exchanged at banks, shops and money changers.
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Electricity
The voltage and frequency used in Hong Kong are 220 volts and 50 Hz,
respectively.
Weather
Shanghai steps into summer in June. It is hot and wet, really sweltering. The
average temperature of Shanghai in June is shown as follows:
Average High Temperature: 27°C / 81°F
Average Low Temperature: 20°C / 68°F
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Plan of Sites
Note: Five hotels are recommended on the conference website of which four are shown in this
map. The Crowne Plaza Fudan hotel (5‐star) not shown in this map will take 25‐35 mins by walk
and 10 mins by taxi to the conference venue.
Relative location of nearby hotel
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The conference venue
Arrangement of presentation halls
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Conference Schedule Overview Tongji Architectural Design (TJAD) (Group) Co., Ltd, 1230 Siping Road, Shanghai, China
Tuesday, June 10
14:00﹣21:30 Registration
Wednesday, June 11
07:30﹣08:30 Registration
08:30﹣08:50 Opening Ceremony
08:50﹣10:10 Oral Session 1A
10:10﹣10:30 Coffee Break
10:30﹣12:10 Oral Session 2A
12:10﹣13:30 Lunch Break
13:30﹣15:10 Oral Session 3A Oral Session 1B
15:10﹣15:50 Coffee Break & Poster Session 1
15:50﹣17:30 Oral Session 4A Oral Session 2B
18:30﹣21:00 Reception Party (at Kingswell Hotel Tongji)
Thursday, June 12
07:30﹣08:30 Registration
08:30﹣10:10 Oral Session 5A
10:10﹣10:30 Coffee Break
10:30﹣12:10 Oral Session 6A
12:10﹣13:30 Lunch Break
13:30﹣15:10 Oral Session 7A Oral Session 3B
15:10﹣15:50 Coffee Break & Poster Session 2
15:50﹣17:30 Oral Session 8A Oral Session 4B
18:30﹣21:30 Conference Dinner (at Shanghai Classical Hotel)
Friday, June 13
07:30﹣08:30 Registration
08:30﹣09:50 Oral Session 9A
09:50﹣10:30 Coffee Break & Poster Session 3
10:30﹣12:10 Oral Session 10A Oral Session 5B
12:10﹣13:30 Lunch Break
13:30﹣15:50 Oral Session 11A
15:50﹣16:10 Closing Ceremony
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Conference Programme Tongji Architectural Design (TJAD) (Group) Co., Ltd, 1230 Siping Road, Shanghai, China
10 June 2014 (Tuesday)
Registration and Reception Party
14:00﹣22:00 Registration (at Kingswell Hotel Tongji)
11 June 2014 (Wednesday)
Registration (at Lobby, TJAD)
07:30﹣17:00 The registration desk will be open from 8:00 to 17:00
Opening Ceremony (at Main Hall)
08:30﹣08:50 Opening Ceremony
Venue: Main Hall
Session 1A: Concrete Structures (Ⅰ)
Chairman:
08:50﹣09:10 Towards fragility analysis for structural fire resistance: residual capacity of
concrete columns
R. David, B. Luke, L.Loanna
09:10﹣09:30 A re-examination of the mechanics of tensile membrane action in composite
floor slabs in fire
I.W. Burgess, S. Staikova and S.S. Huang
09:30﹣09:50 Experimental study on fire behavior of insulated full-scale CFRP-strengthened
RC beams under sustained load
K. Dong and K.X. Hu
09:50﹣10:10 Experimental and numerical investigation of post-tensioned concrete flat slabs
in fire
Y. Wei, F. T. K. Au, and N.C.M.Tsang
10:10﹣10:30 Coffee Break
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11 June 2014 (Wednesday)
Venue: Main Hall
Session 2A: Steel Structures (Ⅰ) Chairman:
10:30﹣10:50 Experimental tests and numerical modelling on eight slender steel columns
under increasing temperatures
J.M. Franssen, B. Zhao and T. Gernay
10:50﹣11:10 A new design method to take into account the local buckling of steel
crosssections at elevated temperatures
C. Couto, P. Vila Real, N. Lopes and B. Zhao
11:10﹣11:30 Experimental investigation on cold-formed steel beams with web stiffeners
subjected to fire
J. P. Rodriguesa, L. Laímb and H. D. Craveiro
11:30﹣11:50 The effect of axial and rotational restraints on the performance of cold-formed
steel beams subjected to fire
L. Laíma and J. P. C. Rodrigues
11:50﹣12:10 Fire behavior of steel plate girders
C. Scandella, M. Knobloch and Mario Fontana
12:10﹣13:30 Lunch Break
Venue: Main Hall
Session 3A: Composite Structures (Ⅰ)
Chairman:
13:30﹣13:50 Analysis on the fire performance of CFST-column to SRC-beam plane frames
J.X. Liu , K. Zhou and L.H. Han
13:50﹣14:10 The performance of composite beams with steel bar truss floor slabs exposed
to fire
L.Z. Chen, S.C. Jiang, G.Q. Li and G. Ranzi
14:10﹣14:30 Failure loads of isolated composite slab-beam sub-assemblages at elevated temperature predicted by bailey-bre method
J.X. Liu and K. H.Tan
14:30﹣14:50 Component-based modelling of composite beam-column joints after column failure
B.Yang, K. H.Tan, S. Nie
14:50﹣15:10 Effect of stiffness of protected secondary edge beams on the membrane behavior of composite beam-slab systems in fire
T.T. Nguyen, K.H. Tan
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11 June 2014 (Wednesday)
Venue: Function Hall
Session 1B: Timber Structures
Chairman:
13:30﹣13:50 Charring rate of timber in natural fires
L. David , L. Boström, J. Schmid
13:50﹣14:10 Fire resistance of primary beam – secondary beam connections in timber structures
V. Hofmann, M. Gräfe, N. Werther
14:10﹣14:30 Numerical investigations on the fire behavior of glued-laminated timber beams taking into accountthe influence of adhesives
K. Michael, F. Andrea
14:30﹣14:50 Fire resistance tests on beam-to-column shear connections
P. Palma, A. Frangi, E. Hugi
14:50﹣15:10 Predictingthe fire performance of structural timber floors
J. W. O’Neill, A. K. Abu, David M. Carradine
15:10﹣15:30 Fire performance, including the cooling phase, of structural glued laminated timber beams
H. Kinjo, S. Yusaand T. Horio, T. Hirashima
15:10﹣15:50 Coffee Break & Poster Session 1 (at Exhibition Hall)
Venue: Main Hall
Session 4A: Concrete Structures (Ⅱ)
Chairman:
15:50﹣16:10 Fire resistance of prestressed concrete hollowcore floors-a meta-analysis on 162 fire test results
W. Jansze , A. V. Acker, R. K. Holte, etc
16:10﹣16:30 Experimental study on fire behaviors of seismic damaged RC columns
B. Wu and W. Xiong
16:30﹣16:50 Yield design-based analysis of high rise concrete walls subjected to fire loading conditions
D.T. Pham, P. de Buhan and C. Florence
16:50﹣17:10 Influence of ductility on the behavior of RC Frame in post earthquake fire
A. H. Shah, P. Kamath and U. K. Sharma
17:10﹣17:30 Deformation and response of continuous and restrained post-tensioned
concrete slabs at high temperatures
J. Gales, and L.Bisby
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11 June 2014 (Wednesday)
Venue: Function Hall
Session 2B: Numerical Analysis (Ⅰ)
Chairman:
15:50﹣16:10 3D finite element modeling of beam-column flexible end-plate composite
joints at elevated temperature
K.S. Al‐Jabri, P.P. Pillay and M. B. Waris
16:10﹣16:30 Reliability-based approach for evaluation of buildings under post earthquake
fires
N.E. Khorasani, M.E. Garlock and P. Gardoni
16:30﹣16:50 3D spatial homogenization algorithm for coupling cfd fire simulations with
heat transfer analyses of structures
P.A. Beata and A. E. Jeffers
16:50﹣17:10 Experimental behavior offlat decking profile composite slabs in standard fire
conditions
N. M. Phuong and K.H. Tan
17:10﹣17:30 Softwarefirelab for probabilistic analysis of steel-framed structures in fire
S. Devaney and A. Usmani
Reception Party (at Kingswell Hotel Tongji)
18:30﹣21:00 Reception Party
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12 June 2014 (Thursday)
Registration (at Lobby, TJAD)
07:30﹣17:00 The registration desk will be open from 8:00 to 17:00
Venue: Main Hall
Session 5A: Application of Structural Fire Safety Engineering (Ⅰ)
Chairman:
08:30﹣08:50 Classification of bridges for mitigating fire hazard
M.Z. Naser and V. Kodur
08:50﹣09:10 Structural fire response of tall buildings with inclined and bi-linear perimeter columns
P. Kotsovinos, A. Law, S.Deeny and N.Butterworth
09:10﹣09:30 A new instrumentation technique for measuring 3-D displacement profiles of composite slabs under fire condition
J.X. Liu and K. H.Tan
09:30﹣09:50 Thermomechanical behavior of cellulose-based materials: application to a door under fire resistance test
G. Cueff, J.C. Mindeguia, V. Drean
09:50﹣10:10 Selection criteria of fire scenarios for buildings
I.D. Prete, G. Cefarelli, A. Ferraro
10:10﹣10:30 Coffee Break
Venue: Main Hall
Session 6A: Connections
Chairman:
10:30﹣10:50 Experimental and numerical study on high strength steel endplate connections in fire
X.H. Qiang, F. S.K. Bijlaard and H. Kolstein
10:50﹣11:10 The experimental behavior of RC and HFRC tunnel segmental joints subjected to elevated temperature
H.H. Zhua, Y. Shen, Z.G.Yan and Z.W. Tang
11:10﹣11:30 Structural behavior of welded flange bolted web beam-to-column composite joints in fire conditions
K.H.Tan , F. T. Ching and L.T. Mai
11:30﹣11:50 Load-deformation behavior of bolted double-splice friction joints at elevated
temperature
T. Hirashima, Y. Esaki and S. Ando
11:50﹣12:10 Shear panel components in the vicinity of beam-column connections in fire
G.Quana, S.Huanga and I.Burgess
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12 June 2014 (Thursday)
12:10﹣13:30 Lunch Break
Venue: Main Hall
Session 7A: Steel Structures (Ⅱ)
Chairman:
13:30﹣13:50 Lateral torsional-buckling of class 4 steel plate beamsat elevated temperature
M. Prachar, M. Jandera, F. Wald
13:50﹣14:10 Thermal simulation of steel profiles with intumescent coating adjacent to
space-enclosing elements
P. Schaumann, F. Tabeling, W. Weisheim
14:10﹣14:30 The temperature of zinc coated steel members in fire
J. Jirků and F. Wald
14:30﹣14:50 Experimental investigation of time- and temperature-dependent stability of
steel columns in fire
M. A. Morovat, M. D. Engelhardt
14:50﹣15:10 Analysingbrazilian and european existing methodologiesfor fire design of
compressed cold formed steel members
S. J. C. Almeida, J. P. C. Rodrigues, J. M. Neto and L. M. Laim
Venue: Function Hall
Session 3B: Material Behavior (Ⅰ)
Chairman:
13:30﹣13:50 Extreme concretes exposed to high temperature: the effect of expanded
polystyrene beads and baritic aggregates
F. L. Monte and P. G. Gambarova
13:50﹣14:10 Effect of pre-damage on confined concrete at elevated temperatures
P. Kamath, P. Bhargava and N.M.Bhandari
14:10﹣14:30 Improved permeability model for concrete at high temoperature
F.X. Lu, E.Klingsch, M. Fontana
14:30﹣14:50 Ductile spray-applied fire-resistive material for enhanced fire safety
Q. Zhang, V. C. Li
15:10﹣15:50 Coffee Break & Poster Session 2 (at Exhibition Hall)
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12 June 2014 (Thursday)
Venue: Main Hall
Session 8A: Concrete Structures (Ⅲ)
Chairman:
15:50﹣16:10 Fire resistance behavior of reinforced concrete beams strengthened with near
surface mounted CFRP strips
J.T. Yu, Y. Liu, and Z.D Lu
16:10﹣16:30 Component-based modelling of composite beam-column joints after column
failure
B.Yang, K. H.Tan, S. Nie
16:30﹣16:50 Validation of a method to determine the resistance of epoxy-bonded rebars in
concrete with a full-scale ISO 834-1 fire test
N. Pinoteau, S. Rémond, P. Pimienta
16:50﹣17:10 Experimental study on fire behaviors of simply-supported RC beams with slab
and restrained RC beams with slab
B. Wu, G.H. Tang
17:10﹣17:30 Membrane action of timber fibre reinforced concrete composite floor in fire
E.Caldova, P.Vymlatil, F. Wald
Venue: Function Hall
Session 4B: Application of Structural Fire Safety Engineering (Ⅱ)
Chairman:
15:50﹣16:10 Calculating the response of bridges to vehicle-based hydrocarbon fires: a
simplified methodology and case studies
S. Quiel, T. Yokoyama and L. Starek
16:10﹣16:30 Assessment of fire damage in concrete structures: new inspection tools and
combined interpretation of the results
R.Felicetti
16:30﹣16:50 Evaluating weathering steel performance at elevated temperatures: the I-195
bridge fire case study
S. Labbouz, J.Glassman, M. Garlock
16:50﹣17:10 Resilience assessment of critical infrastructure against extreme fires
H.Mostafaei, M. Sultan and A. Kashef
17:10﹣17:30 Evaluating design guidance for intumescent fire protection of concrete filled structural hollow sections
R. David, B. Luke, J. Allan
Conference Banquet (at Shanghai Classical Hotel)
18:30﹣21:30 Conference Banquet
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13 June 2014 (Friday)
Registration (at Lobby, TJAD)
07:30﹣17:00 The registration desk will be open from 8:00 to 17:00
Venue: Main Hall
Session 9A: Material Behavior (Ⅱ)
Chairman:
08:30﹣08:50 High temperature performance of sustainable concrete with recycled concrete
aggregates
J. Gales, T. Parker, M. Green
08:50﹣09:10 Mechanical properties of fibre reinforced polymer reinforcement for concrete
at high temperature
E.McIntyre, A. Bilotta, L. Bisby
09:10﹣09:30 Damage mechanisms in cementitious coatings on structural steel members
S.W. Chen, L.M. Jiang, A.S.Usmani
09:30﹣09:50 Effect on strength during stages of heating, retention and cooling regimes for
concrete
S. C. Yaragal, J. Warrier, R. Podila
09:50﹣10:30 Coffee Break & Poster Session 3 (at Exhibition Hall)
Venue: Main Hall
Session 10A: Numerical Analysis (Ⅱ)
Chairman:
10:30﹣10:50 An integrated modelling strategy between FDS and SAFIR: the analysis of the
fire performance of a composite steel-concrete open car park
N. Tondini, A. Morbioli, O. Vassart
10:50﹣11:10 Performance of fire-resistance for regular pyramidic grid structures exposed to
localized fire
Y.Du, X. Li, J. Gu
11:10﹣11:30 Reliability evaluation of residential buildings in fire
Q. Guo and A.E. Jeffers
11:30﹣11:50 Analytical solutions for nonlinear response of plates under thermal loading
P. Khazaeinejad and A.S. Usmani
11:50﹣12:10 Experimental evaluation of composite beams subjected to fire loading
K. L. Selden, E. C. Fischer, and A. H. Varma
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13 June 2014 (Friday)
Venue: Function Hall
Session 5B: Composite Structures (Ⅱ)
Chairman:
10:30﹣10:50 Results and analysis of a large-scale fire test on a multi-bay composite
steel-frame floor system
D.J . Proe
10:50﹣11:10 Fire resistance of stainless steel structural elements with Class 4 square hollow
sections subject to combined bending and axial compression
N. Lopes, P. V. Real
11:10﹣11:30 Fire resistance of composite columns made of concrete filled circular hollow
sections and with restrained thermal elongation
T. A. C. Pires , J. P. C. Rodriguesb, J. J. R. Silvac
11:30﹣11:50 Fire resistance of circular and square slender concrete filled tubular columns
subjected to large eccentricities
A. Espinós, M. L. Romero, E. Serra
11:50﹣12:10 Slender concrete filled circular double-tube steel columns subjected to fire
M. L. Romero, A. Espinós, J.M. Portolés
12:10﹣13:30 Lunch Break
Venue: Main Hall
Session 11A: Concrete Structures (Ⅳ)
Chairman:
13:30﹣13:50 Evaluating methods of mechanical performance for super-tall building after
fire
Y. Q. Li, G. Y. Wang, X. Fudi
13:50﹣14:10 Simplified method for fire resistance of concrete columns
M. C. Gonçalves, M.A.B. Ramalho
14:10﹣14:30 Out-of-plane failure of rc bearing walls subjected to one-sided fire exposure:
an experimental investigation
K. Mueller, Y. C. Kurama
14:30﹣14:50 Post-fire residual capacity of protected and unprotected concrete filled steel hollow columns
D. Rush, L.Bisby and A. Jowsey
14:50﹣15:10 Punching shear of restrained reinforced concrete slabs under fire conditions
H. K.M. Smith, T. Stratford
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13 June 2014 (Friday)
15:10﹣15:30 Modelling the bond characteristic between concrete and steel bar in fire
J. Khalaf , Z.H. Huang and M.Z. Fan
15:30﹣15:50 A performance-based approach for fire resistance design of FRP-strengthened
rc beams
W.Y. Gao, J.G. Dai and J.G. Teng
Closing Ceremony (at Main Hall)
15:50﹣16:10 Closing Ceremony
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List of Posters
Track 1: Steel Structures
Effect of fire exposure on the plastic moment-shear interaction diagrams for hot-rolled wide-
flanged steel sections
M.M.S. Dwaikat
Analysis of the response of a steel girder bridge to different tanker fires depending on its structural
boundary conditions
G.P. Sayol, J.A. Moya and I.P Zaforteza
Experimentalstudy on axially and rotationally restrained high strength steel columns in fir
W.Y. Wang and G.Q. Li
Temperature distribution in protected steel section supporting a concrete slab on top
D. Podolski, J.F. Yuan and Y.C. Wang
A numerical investigation of steel frame robustness in fire
L. Chen and Y.C. Wang
Behavior and resistance of cold-formed steel beams with lipped channel sections under fire
conditions
F. Arrais, N. Lopes a, P. Vila Real
A Study on a theoretical relationship between strain hardening of steel and plastic region length in
a steel beam subjected to fire
F. Ozaki
Experimental study of post fire performance of high-strength bolts under combined tension and
shear
A.Kawohl, A. Renner and J. Lange
Experimental study of post fire performance of high-strength bolts under combined tension and
shear
A. Renner, A. Renner and J. Lange
Models for analyzing web shear buckling response of bridge steel plate girders under fire
J. D. Glassman and M. E. M. Garlock
Design Strategies of Fire Safety for Steel Truss Exposed to Localized Fires
S. Lin, Y. Du, J. Fu
Behavior of steel components subjected to localized fire
C. Zhang, J. L. Gross, L. Choe
23
Track 2: Concrete structures
Behavior of prestressed concrete hollow core slabs under standard and design fire exposure
A. Shakya and V. Kodur
Behavior of full-scale two-way concrete slabs with simply supported edges
Y.L. Dong
Researches on the fire resistance design method for RC beams strengthened with CFRP laminates
K.X. Hu and W. Gong
Strength and stability of slab panel support beams
B. Zhang, M.Q. Su, G.C.Clifton, etc
Reinforced concrete slabs in fire: experimental investigations on reinforcement mesh orientation
D.T. Pham, P. de Buhan and C. Florence
Ultimate load of slabs in fire enhanced by tensile membrane action with flexible supporting edge
beams
K. Tan, T. Nguyen
Fire spalling of concrete-a re-assessment of test data
R. Jansson , L.Boström
Fire-induced restraint to columns in concrete framed structures
N. T. Thang, K.H. Tan
Collapse Mechanisms of Edge and Corner Slab Panels in Fire Conditions
M. Duchow, K.A. Anthony
Study on the fire resistance of rectangular concrete columns exposed to natural fires
L. J. Wang, R. Caspeele, L. Taerwe
The effect of axial restraint and rotational restraint on the fire resistance of steel reinforced
concrete columns
C.C. Zheng, Y.Qi. Li, G.Y. Wang
Experimental research on fire resistance performance for rc columns with damage caused by
marine environment
J.J. Miao,H. Zhang and W. Gong
Experimental research on fire resistance performance for rc beams with damage caused by marine
environment
J.J. Miao, L.N.Ji and Y.C. Liu
Experimental and numerical analysis of concrete columnns under fire
M. A.B. Ramalho, M. C.Gon
Development and evaluation of a model for fire-related HSCspalling failure
T. Tanibe, M. Ozawa, R. Kamata
24
Shear capacity of concrete slabs containing void formers
T. Molkens
Effect of temperature on bond strength between steel rebar and geopolymer concrete
H.Y. Zhang, J. Yan
Numerical investigation of prestressed I-beam in case of fire
H.T. Zhou , J. Zhang , H.B. Nie
Design of partially restrained columns exposed to localised fires
D. Lange, J. Sjöström
Study on behavior of reinforced concrete component subjected to different fire conditions
Z.J. LI, J.C. ZHAO ,Y.F. ZHAO
Track 3: Timber structures
Fire performance of hybrid timber connections with full-scale tests and finite element modelling
S. G. Ali, A. O. Akotuah, J. Erochko and G. V. Hadjisophocleous
Fire protection of timber members – Determination of fire protection system characteristics for the
verification of the load-bearing resistance by means of Eurocode
A. Just, J. Schmid, N. Werther and A. Frangi
Verification of the load-bearing resistance of timber members by means of the reduced
cross-section method – background to the model in Eurocode and comparison to fire tests in
bending
J.Schmid, A.Just, M. Klippel, M. Fragiacomo and D. Lange
Full scale tests of LVL box beams in fire conditions
R. Costello, A. Abu, P. Moss and A. Buchanan
Full scale fire tests of timber- framed buildings
M. Dufková, P. Kuklík
Fire Behavior of blind dovetail timber connections
P. Racher, D. Dhima, M. Audebert, A. Bouchaïr and C. Florence
Track 4: Composite structures
Fire resistance of reinforced concrete-filled steel tube with square section under three-side fire
X.T. Lv, Y.Z. Zhang, W. W. Wang
Behavior of hybrid RC beam-CFST column plane frame after exposure to full -range fire.
K. Zhou ,L.H. Han and Y.C. Wag
Progressive collapse analysis of composite frame with concrete -filled steel tubular columns
subjected to localized fire
J.X. Wang, W.D. Wang
25
Pros / cons of transverse rebar in structural fire response of a composite structure
I. Chang, G. Flint, N. Butterworth
Calibration of a simplified method for fire resistance assessment of partially encased composite
beams
E. Nigro, L.D. Prete, D. Sannino
Reinforcement rupture in the structural fire design of composite slabs
A. Law, N. Butterworth
The effect of fire spread on steel-concrete floor
K.Horová and F. Wald
Fiber beam model for axially loaded concrete filled tubular columns fire simulation
C. Ibañez, M. L. Romero, A. Hospitaler
Experimental studies on the behavior of headed shear studs at elevated temperatures
S. Dara and M. Engelhardt
Track 5: Connections
Temperature field analysis of semi-rigid joints for CFST composite frames
J. J. Wang, H. T. Wang ,W. W. Shi, H. Y. Shen
Effect of axial restraints to beams on the behavior of a bolted composite steel-concrete joint under
a localised fire
C. Haremza, A. Santiago and L.S. Silva
Fire performance of steel shear connections in a composite floor
S.Selamet, T.Ozdemir
Experimental research on fire resistance performance for r. c. joints with damage caused by
marine environment
J. J. Miao,F. Z. Wu, Y. C. Liu
Effects of plasterboard joints on the fire performance of cold-formed steel walls
A.D. Ariyanayagam, S.Kesawan , M.Mahendran
Track 6: Numerical Modeling
Modelling localized fracture of reinforced concrete beams under fire conditions
F.Y. Liao and Z.H. Huang
Fire-induced progressive collapse of braced steel structures
J. Jiang, G.Q. Li and A.S.Usmani
Testing the acceptability of different creep strain calculation models in structural fire analysis
N.Torić, R.R. Sun, and I.W. Burgess
Optimization of the tall buildings structural systemfor reliability against progressive collapse
F. Gentili and F. Bontempi
26
Diffusive heating vs lumped capacitance for fire design of unprotected steel members
J.Sjöström and D.Lange
High-resolution simulation of steel moment frame to resist fire-induced progressive collapse
H. Nguyena, A. E. Jeffersa, and V. Kodur
An opensees-based integrated tool for modelling structures in realistic design fires
L.M. Jiang, Y.Q. Jiang, J. Jiang and A.S.Usmani
Track 7: Applications of Structural Fire Safety Engineering
A study on different techniques of restoration of heat damaged R.C. beams
A.B. Roy, U.K. Sharma and P. Bargava
Numerical simulation and practical calculation method for the shear strength of concrete short
columns after exposed to 3-face heating
B.L. Lin, Y.Y. Xu, and D. Li
Application of structural fire safety engineering to the canopy of the forum des halles, in paris
N. Henneton , M. Roosefid, Bin Zhao
A novel test method for the study of structures in fire (topic: experimental studies)
C.Maluk and L.Bisby
Fire safety check of existing tall office buildings applying fire engineering approach: a case study
E. Nigro, I. D.Prete, G. Cefarelli
Practical cost benefit applications using structural fire design
A. Jowsey and P. Scott
Resistance of Steel Space Frames Subjected To Localized Travelling Fire
H.X.Yu, X.Q.Sun, H.L.K.Wong
Determination of the series of crucial fire scenarios for the skeletal structures
M.Malendowski, A. Glema and W. Szymkuc
Development of a methodology to predict transient heat flux on external steel structure based on
realistic fires
F. M. Block , T. Kho and I. Macfarlane
Track 8: Material Behavior
Post-fire reduction of concrete mechanical properties and its impact on residual load capacity
T. Neno, B. Ivica, J. Sandra, and B. Goran
Thermal properties of jute fiber concrete at high temperature
O.Mitsuo, G.C.Choe , G. Y. Kim
Experimental study on the explosive spalling in high-performance concrete: role of aggregate and
fiber types
27
F. L. Monte, J.M. Miah, A.Shamima
Bond strength of geopolymer mortar after exposure to high temperatures
H. Y. Zhang, L. Cao
Stress-strain model for austenitic stainless steel after fire exposure
Z. Tao, X.Q. Wang, T. Y. Song
A comparison of two temperature-dependent stress-strain models for structural steel under
transient heating condition
L. Choe, W. Luecke, J. Gross
Behavior of preloaded or unloaded concrete with and without polypropylene fibres subjected to
high temperature
D. Cree, P.Pliyaand M.Green