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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


08:30﹣08:50 Opening Ceremony

08:50﹣10:10 Oral Session 1A

10:10﹣10:30 Coffee Break


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


18:30﹣21:00 Reception Party (at Kingswell Hotel Tongji)

Thursday, June 12









18:30﹣21:30 Conference Dinner (at Shanghai Classical Hotel)

Friday, June 13







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


13


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


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

14


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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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)



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


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

17



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


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


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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


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)



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


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

20



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


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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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

22

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

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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

Documents

INTERNATIONA L CONFE RENC E ON STRUCTURES … of Programme-SiF'14.pdfRaul Zaharia University of Timisoara, Romania Leroy Gardner Imperial College, UK 4 Organising Committees G.Q. Li,