Conference Chair:
Laurie Kennedy
University of Alberta, Edmonton, Alberta,
Canada
Conference Co-Chairs:
Jerome Hajjar
University of Minnesota, Minneapolis,
Minnesota, USA
Mel Hosain
University of Saskatchewan, Saskatoon,
Saskatchewan, Canada
United Engineering Foundation,
Inc.
Three Park Avenue, 27th
Floor
New York, N.Y. 10016-5902
Phone: 1-212-591-7836; Fax: 1-212-591-7441
Email: engfnd@aol.com -- World Wide
Web: http://www.engfnd.org
The United Engineering Foundation, Inc.,
and Conference organizers would like to thank the following sponsors
for their support.
United States National Science
Foundation, Washington, DC, USA
The American Institute of Steel
Construction, Inc., Chicago, IL, USA
Nelson Stud Welding, Elyria,
OH, USA
Nucor Research and Development,
Charlotte, NC, USA
IPSCO Saskatchewan Inc., Regina,
SK, Canada
Canam Steel Works, Calgary,
AB, Canada
National Science Foundation Symposium
Posters
Sunday, May 28, 2000 16:00 - 18:00 Registration (1st Floor Lobby, Professional Development Center)
18:00 - 19:30 *Icebreaker Reception
(Outdoor area in the DCH Building)
*Sponsored
by The Canam Manac Group.
19:30 - 21:00 CDinner and Welcome (Outside
Dining Rooms #3, 4, & 5)
CPartially sponsored by IPSCO Saskatchewan
Inc.
Monday, May 29, 2000
07:00 - 08:15 Breakfast Buffet (Main Dining Room in DCH Building)
Session M1: COMPOSITE SYSTEMS
I (Max Bell Auditorium)
Session Co-Chairs: Reinhard Bergmann
and Samuel Easterling
08:30 - 08:55 Gregory Deierlein and
Sameh Mehanny, Stanford University, USA
Seismic Performance Assessment
of Composite RCS Moment Frame Buildings
08:55 - 09:20 Michel Crisinel, Swiss
Federal Institute of Technology, SWITZERLAND
A Design Method for Braced Steel
Frames Comprising Semi-Continuous Composite Joints
09:20 - 09:45 J. Hensman, University
of Nottingham, UNITED KINGDOM
David Nethercot, Imperial College, UNITED
KINGDOM
Extending the Wind Moment Method
to Composite Frames
09:45 - 10:10 Kurt Swensson, KSi/Structural
Engineers, USA
Low Floor-to-Floor Height Systems
Using Composite Construction
10:10 - 10:40 Coffee Break / Poster
Session (see poster list at the end of the program)
(Max Bell Foyer)
Session M2: COMPOSITE BRIDGES I
(Max Bell Auditorium)
Session Co-Chairs: Julio Martinez-Calzon
and Richard Vincent
10:40 - 11:05 William Clawson and David
Byers, HNTB Corporation, USA
New Applications of Composite
Construction for Bridges in the US
11:05 - 11:30 Jean-Paul Lebet, Swiss
Federal Institute of Technology, SWITZERLAND
Jean-Marc Ducret, Ferwood SA, SWITZERLAND
Behaviour of Composite Bridges
During Construction
11:30 - 11:55 Hidehiko Abe and Tetsuya
Hosaka, Ashikaga Institute of Technology, JAPAN
Flexible Shear Connectors for
Railway Composite Girder Bridges
11:55 - 12:20 Denis Beaulieu and Andre
Picard, Université Laval, CANADA
Laurie Kennedy, University of Alberta,
CANADA
The Canadian Highway Bridge Design
Code Approach to the Design of Composite Beams and Girders
12:30 - 13:30 Lunch (Main Dining Room in the DCH Building)
14:00 - 17:15 Ad hoc sessions, free time or both
17:30 - 18:45 Dinner (Main Dining Room in the DCH Building)
Session M3: COMPOSITE SLABS
(Concurrent) -- (Max Bell 251)
Session Co-Chairs: Shosuke Morino and
Alan Kemp
19:00 - 19:25 Milan Veljkovic, Lulea
University of Technology, SWEDEN
Behavior and Design of Shallow
Composite Slab
19:25 - 19:50 R.G. Schuurman and J.W.B.
Stark, Delft University of Technology,
NETHERLANDS
Longitudinal Shear Resistance
of Composite Slabs - A New Model
19:50 - 20:15 Ann Schumacher, Ahti
Lääne and Michel Crisinel, Swiss Federal Institute
of Technology, SWITZERLAND
Development of a New Design Approach
for Composite Slabs
20:15 - 20:40 Mark Patrick and Russell
Bridge, University of Western Sydney, AUSTRALIA
Reinforcing Against Rib Shearing
Failure in Composite Edge Beams
20:40 - 21:05 Discussion
Session M4: COMPOSITE SYSTEMS II
(Concurrent) -- (Max Bell Auditorium)
Session Co-Chairs: Roger Johnson and
Roberto Leon
19:00 - 19:25 Mark Patrick and Qing
Quan Liang, University of Western Sydney, AUSTRALIA
Shear Connection to Steel Tubes
Used in Composite Beam Construction
19:25 - 19:50 Walter Oyawa, Kunimoto
Sugiura and Eiichi Watanabe, Kyoto University,
JAPAN
Analysis and Design of Filled
Steel Tubular Stub Columns
19:50 - 20:15 Jun Kawaguchi, Shosuke
Morino, Toshikazu Sugimoto and Junya Shirai,
Mie University, JAPAN
Experimental Study on Structural
Characteristics of Portal Frames Consisting of Square CFT Columns
20:15 - 20:40 Kunitomo Sugiura, Koichi
Ono, Walter Oyawa and Eiichi Watanabe,
Kyoto University, JAPAN
Takashi Yamaguchi, Osaka City University,
JAPAN
Interface Interaction in Filled
Steel Tubular Members as Modeled by Open Sandwich Beams
20:40 - 21:05 Hee-Cheul Kim, Kyung-Hee
University, KOREA
Jin-Young Park and Ju-Young Na, Jeil
Heavy Industry Co. Ltd., KOREA
The Measurement and Analysis of
Natural Frequencies of a Composite Deck Floor System
21:05 - 21:30 Discussion
Session M5: ANALYSIS OF COMPOSITE
BEAMS (Concurrent) --
(Max Bell 253)
Session Co-Chairs: Max Porter and Riccardo
Zandonini
19:00 - 19:25 Anthony Diedricks, Brian
Uy and Mark Bradford, University of New South
Wales, AUSTRALIA
Deric Oehlers, University of Adelaide,
AUSTRALIA
Mixed Analysis Approach for Semi-Continuous
Steel-Concrete Composite Beams Under Uniform Loading
19:25 - 19:50 Bulent Alemdar, Donald
White and Roberto Leon, Georgia Institute
of Technology, USA
Three-Dimensional Slab Effects
in Partially-Restrained Composite Connections
19:50 - 20:15 Oreste Bursi and Riccardo
Zandonini, University of Trento, ITALY
Non-Linear Analysis of Full and
Partial Shear Connection Composite Substructures
20:15 - 20:40 Giovanni Fabbrocino,
Gaetano Manfredi and Edoardo Cosenza, University of
Naples Federico II, ITALY
Non-Linear Behavior of Continuous
Steel-Concrete Composite Beams
20:40 - 21:05 T.K. Bandyopadhyay, INSDAG,
INDIA
Current Trend and Future Scope
of Steel Concrete Composite Construction in India
21:05 - 21:30 Discussion
22:00 - 23:00 Social Hour (Bourgeau Lounge)
Tuesday, May 30, 2000
07:00 - 08:15 Breakfast Buffet (Main Dining room in DCH Building)
Session T1: COMPOSITE BEAMS
(Max Bell Auditorium)
Session Co-Chairs: Max Porter and Laurie
Kennedy
08:30 - 08:55 Alan Kemp, University
of Witwatersrand, SOUTH AFRICA
David Nethercot, Imperial College, UNITED
KINGDOM
Satisfying Ductility Criteria
in Continuous Composite Beams
08:55 - 09:20 Russell Bridge and Mark
Patrick, University of Western Sydney, AUSTRALIA
The Integration of Partial Shear
Connection into Composite Steel-Concrete Design Procedures
09:20 - 09:45 Boksum Kim, Howard Wright
and Roy Cairns, University of Strathclyde,
SCOTLAND
The Stem Girder System: Numerical
Analysis
09:45 - 10:10 Samuel Easterling and
Thomas Murray, Virginia Polytechnic Institute and
State University, USA
Behavior and Design of Longspan
Composite Trusses
10:10 - 10:40 Coffee Break / Poster
Session (see poster list at the end of the program)
(Max Bell Foyer)
Session T2: CASE STUDIES IN COMPOSITE
CONSTRUCTION (Max Bell Auditorium)
Session Co-Chairs: Michel Crisinel
and Jan Stark
10:40 - 11:05 Christoph Diekmann, Ingenieurbüro
Diekmann, GERMANY
Design Details at an Office Building
with Unusual Solutions
11:05 - 11:30 Hugh Bowerman, British
Steel, UNITED KINGDOM
John Chapman, Chapman Associates, UNITED
KINGDOM
Bi-Steel Steel-Concrete-Steel
Sandwich Construction
11:30 - 11:55 Roberto Leon and Mark
Aho, Georgia Institute of Technology, USA
Towards New Design Provisions
for Composite Columns
11:55 - 12:20 Matti Leskela, University
of Oulu, FINLAND
Shallow Floor Integrated Beams
and Their Components: Comparison of Behaviour
12:30 - 13:30 Lunch (Main Dining Room in DCH Building)
13:30 - 15:15 Optional Tour (Lake Louise)
14:00 - 17:15 Ad hoc sessions, free time or both
17:30 - 18:45 Dinner (Main Dining Room in DCH Building)
Session T3: SHEAR CONNECTORS
(Concurrent) -- (Max Bell Auditorium)
Session Co-Chairs: Gregory Deierlein
and Charles Roeder
19:00 - 19:25 Roger Johnson, University
of Warwick, UNITED KINGDOM
Shear Connection - Three Recent
Studies
19:25 - 19:50 Uwe Dorka, Universität
Rostock, GERMANY
Helmut Bode, Universität Kaiserslautern,
GERMANY
Manson-Coffin Relationship for
Shear Connectors
19:50 - 20:15 Ulrike Kuhlman and Ulrich
Breuninger, Universität Stuttgart, GERMANY
Behaviour of Lying Studs with
Longitudinal Shear Force
20:15 - 20:40 Hang Wu and Mel Hosain,
University of Saskatchewan, CANADA
Composite Beams with Parallel
Wide Ribbed Metal Deck: Push-out and Full Size Beam Tests
20:40 - 21:05 Mario Fontana, Institute
of Structural Engineering, ETH, SWITZERLAND
Hermann Beck, Hilti AG, SWITZERLAND
Novel Shear Rib Connectors with
Powder Actuated Fasteners
21:05 - 21:30 Michelle Rambo-Roddenberry,
Samuel Easterling and Thomas Murray,
Virginia Polytechnic Institute and State
University, USA
Performance and Design of Welded
Shear Studs
21:30 - 22:00 Discussion
Session T4: COMPOSITE BRIDGES II
(Concurrent) -- (Max Bell 251)
Session Co-Chairs: William Clawson
and Julio Martinez-Calzon
19:00 - 19:25 Jean-Paul Lebet, Swiss
Federal Institute of Technology, SWITZERLAND
Jean-Marc Ducret, Enterprise Jean-Louis
Ducret, SWITZERLAND
Longitudinal Prestressing of Composite
Bridges
19:25 - 19:50 Geoff Taplin and Paul
Grundy, Monash University, AUSTRALIA
Steel-Concrete Composite Beams
Under Repeated Load
19:50 - 20:15 Helmut Bode and Andreas
Leffer, Kaiserslautern Universität,
GERMANY
Martin Mensinger, Voss & Kamb +
Partner
The Influence of the Stress Range
History on the Fatigue Behaviour of Headed Studs
20:15 - 20:40 Katsuhiko Takami and
Sumio Hamada, Yamaguchi University, JAPAN
Behavior of Extra-Dosed Bridge
with Composite Girder
20:40 - 21:05 Ahmed El-Metwally and
Robert Loov, University of Calgary, CANADA
Prestressed Concrete Beams with
Corrugated Steel Webs
21:05 - 21:30 Discussion
Session T5: COMPOSITE COLUMNS
(Concurrent) -- (Max Bell 253)
Session Co-Chairs: Riccardo Zandonini
and Bahram Shahrooz
19:00 - 19:25 Stefan Winter and Jörg
Lange, Institut für Stahlbau, GERMANY
Behavior of Partially Encased
Composite Columns Using High-Strength Steel - Service and Fire
Condition
19:25 - 19:50 Reinhard Bergmann, Ruhr-University
of Bochum, GERMANY
Ram Puthli, Universität Karlsruhe,
GERMANY
Behaviour of Composite Columns
Using High Strength Steel Sections
19:50 - 20:15 Robert Tremblay, Thierry
Chicoine and Bruno Masicotte, Ecole Polytechnique,
CANADA
Design Equation for the Axial
Capacity of Partially Encased Non-Compact Columns
20:15 - 20:40 Jean-Marie Aribert and
Odilon N. Dinga, INSA, FRANCE
Modeling and Experimental Investigation
of Bolted Flush End-Plate Composite Beam-to-Column Joints
20:40 - 21:05 Dale Buckner, Virginia
Military Institute, USA
James Ragland, Aderman & Associates,
USA
Rehabilitation of Reinforced Concrete
Tanks Using Composite Steel Liners: Case Studies
21:05 - 21:30 Discussion
22:00 - 23:00 Social Hour (Bourgeau Lounge)
Wednesday, May 31, 2000
07:00 - 08:05 Breakfast Buffet (Main Dining Room in DCH Building)
NSF SYMPOSIUM SESSION 1: ADVANCES
AND TRENDS IN COMPOSITE CONSTRUCTION I
(Max Bell Auditorium)
Session Co-Chairs: Laurie Kennedy and
Russell Bridge
08:30 - 08:55 Lawrence Griffis, Walter
P. Moore & Associates, USA
New Orleans Coliseum
08:55 - 09:20 Joseph Burns and Thomas
Poulos, TT-CBM, USA
Current Practice of Composite
Construction in Building Structures
09:20 - 09:45 Richard Vincent, The
CANAM/MANAC Group, CANADA
Design and Application of Partially
Encased Non-Compact Composite Columns for High-Rise Buildings
09:45 - 10:10 Julio Martinez-Calzon,
MC2 Estudio de Ingenieria, SPAIN
Two Original Solutions for Large
Composite Launched Bridges
10:10 - 10:40 Coffee Break / Poster
Session (see poster list at the end of the program)
(Max Bell Foyer)
NSF SYMPOSIUM SESSION 2: ADVANCES
AND TRENDS IN COMPOSITE CONSTRUCTION II
(Max Bell Auditorium)
Session Co-Chairs: Bahram Shahrooz
and Dale Buckner
10:40 - 11:05 Stuart Reid, University
of Sydney, AUSTRALIA
Reliability-Based Design Strengths
Based on Prototype Testing of Small Samples
11:05 - 11:30 Benno Hoffmeister, Gerhard
Sedlacek, Ch. Müller and B. Kühn,
Rheinisch-Westfalische Technology, GERMANY
High Strength Materials in Composite
Construction
11:30 - 11:55 Shosuke Morino, Jun Kawaguchi
and Takamasa Yamamoto, Mie University,
JAPAN
Experimental Study on the Scale
Effect on Compressive Behavior of Concrete-Filled Steel Tube Short
Column
11:55 - 12:20 Richard Furlong, University
of Texas, USA
Should I Use ACI318 or LRFD for
Designing Composite Columns?
12:30 - 13:30 Lunch (Main Dining Room in DCH Building)
14:00 - 17:15 Ad hoc sessions, free time or both
17:30 - 18:45 Dinner (Main Dining Room in DCH Building)
NSF SYMPOSIUM SESSION 3: ADVANCES
AND TRENDS IN COMPOSITE CONSTRUCTION III
(Concurrent) -- (Max Bell Auditorium)
Session Co-Chairs: Kurt Swensson and
Jan Stark
19:00 - 19:25 Jerome Hajjar, Xiangdong
Tong, Arturo Schultz, Carol Shield and
William Saari, University of Minnesota,
USA
Cyclic Behavior of Steel Frames
with Composite Reinforced Concrete Infill Walls
19:25 - 19:50 Gokan Tunc, Jeremy Deason
and Bahram Shahrooz, University of Cincinnati,
USA
Structural Wall-Steel Frame Hybrid
Buildings: Connections and System Behavior
19:50 - 20:15 Sherif El-Tawil, Christopher
Kuenzli, Mohamed Hassan and Sashi Kunnath,
University of Central Florida, USA
Inelastic Behavior of Hybrid Coupled
Walls
20:15 - 20:40 Ryoichi Kanno, Nippon
Steel Corporation, JAPAN
Gregory Deierlien, Stanford University,
USA
Design Model of Joints for RCS
Frames
20:40 - 21:05 Josef Hegger and Peter
Döinghaus, Institute for Structural Concrete, GERMANY
High Performance Steel and High
Performance Concrete in Composite Structures
21:05 - 21:30 Gernot Wolperding, Spannverbund
Gesselschaft, GERMANY
Large Span Composite Beams with
Integrated Dynamic Absorbers
21:30 - 22:00 Discussion
WEDNESDAY EVENING SESSIONS IN COMPOSITE CONSTRUCTION IV
Session W4: PERFOBOND SYSTEMS
(Concurrent) -- (Max Bell 251)
Session Co-Chairs: Mel Hosain and Samuel
Easterling
19:00 - 19:25 Hisao Tategami, Takayuki
Ebina and Kenji Uehira, DPS Bridge Works
Company, JAPAN
Keiichiro Sonoda and Hiroaki Kitoh,
Osaka City University, JAPAN
Shear Connectors in PC Box Girder
Bridge with Corrugated Steel Webs
19:25 - 19:50 Takayuki Nishido, Ishikawajima-Harima
Heavy Industries, JAPAN
Katasi Fuji and Takafumi Ariyoshi, Hiroshima
University, JAPAN
Slip Behavior of Perfobond Rib
Shear Connectors and Its Treatment in FEM
19:50 - 20:15 Jiri Studnicka, Josef
Machacek, Ales Krpata and Marcela Svitakova,
Technical University Prague, CZECH REPUBLIC
Perforated Shear Connector for
Composite Steel and Concrete Beams
20:15 - 20:40 Dennis Lam, University
of Leeds, UNITED KINGDOM
New Test for Shear Connectors
in Composite Construction
20:40 - 21:05 Discussion
Session W5: CONCRETE-FILLED TUBE
BEAM-COLUMNS (Concurrent)
-- (Max Bell 253)
Session co-Chairs: Robert Tremblay
and Hidehiko Abe
19:00 - 19:25 Andrew Wheeler and Russell
Bridge, University of Western Sydney,
AUSTRALIA
Thin-walled Steel Tubes Filled
with High Strength Concrete in Bending
19:25 - 19:50 Katasi Fujii, Hiroshima
University, JAPAN
Hiroyuki Dai, Mitsubishi Heavy Industries,
JAPAN
Ultimate Behavior of Concrete
Filled Steel Tubular Column Under Horizontal Cyclic Loads
19:50 - 20:15 Akihiko Kawano and Chiaki
Matsui, Kyushu University, JAPAN
The Deformation Capacity of Trusses
with Concrete Filled Tubular Chords
20:15 - 20:40 Hing Yip Loh, Mark Bradford
and Brian Uy, University of New South Wales,
AUSTRALIA
Local Buckling of Concrete-Filled
Circular Steel Tubes
20:40 - 21:05 Discussion
22:00 - 23:00 Social Hour (Cozy Nook of the Recreation Center, above the Pool)
Thursday, June 1, 2000
07:00 - 08:00 Breakfast Buffet (Main Dining Room in DCH Building)
Session R1: FIRE (Max Bell
Auditorium)
Session Co-Chairs: Richard Furlong
and Roger Johnson
08:15 - 08:40 Joris Fellinger and Kees
Both, TNO Building & Construction, NETHERLANDS
Probabilistic Approach of Fire
Resistance
08:40 - 09:05 Bin Zhao, CTICM, FRANCE
Jean-Marie Aribert, INSA, FRANCE
Simple Calculation Method of Fire
Resistance of Continuous Composite Steel and Concrete Beams
09:05 - 09:30 Lin-Hai Han, Harbin University,
CHINA
Fire Resistance of Concrete Filled
Steel Tubular Beam-Columns in China - State of the Art
09:30 - 09:55 Kees Both and Leen Twilt,
TNO Building & Construction, NETHERLANDS
Multi-Storey Steel-Framed Buildings
under Natural Fire Conditions
09:55 - 10:25 Coffee Break / Poster
Session (see poster list at the end of the program)
(Max Bell Foyer)
Session R2: SHEAR CONNECTORS: SEISMIC
BEHAVIOR (Max Bell Auditorium)
Session Co-Chairs: Kurt Swensson and
Alan Kemp
10:25 - 10:50 Charles Roeder, University
of Washington, USA
Composite Behavior Between Steel
and Concrete in Hybrid Systems for Lateral Loads
10:50 - 11:15 Riccardo Zandonini and
Oreste Bursi, University of Trento, ITALY
Cyclic Behavior of Headed Stud
Shear Connectors
11:15 - 11:40 Arturo Schultz, Jerome
Hajjar, William Saari and Carol Shield,
University of Minnesota, USA
Design Formulas for the Strength
of Headed Stud Connections in Composite Infilled Frames
11:40 - 12:05 Roberto Arroyo Matus,
Universidad Autónoma de Guerrero, MEXICO
Jean Jullien, INSA de Lyon, FRANCE
A High Seismic Performance Shear
Connector for Composite Steel-Concrete Structures Subjected to
Strong Earthquakes
12:15 - 13:15 Lunch (Main Dining Room in DCH Building)
13:30 - 16:45 Ad hoc sessions, free time or both
Session R3: COMPOSITE BEAMS
(Concurrent) (Max Bell Auditorium)
Session Co-Chairs: Reinhard Bergmann
and Lin-Hai Han
17:00 - 17:25 Joachim Lindner and Nikos
Budassis, Technische Universität Berlin, GERMANY
Lateral Torsional Buckling of
Partially Encased Composite Beams Without Concrete Slab
17:25 - 17:50 Gerhard Hanswille, University
of Wuppertal, GERMANY
Lateral Torsional Buckling of
Composite Beams Comparison of More Accurate Methods with Eurocode
4
17:50 - 18:15 Wieland Ramm and Stephan
Elz, University of Kaiserslautern, GERMANY
Ductility and Cracking of Slabs
as Part of Continuous Composite Beams in Regions with Hogging
Bending Moments
18:15 - 18:40 Stephen Hicks, The Steel
Construction Institute, UNITED KINGDOM
Richard McConnel and Manoja Weerasinghe,
University of Cambridge, UNITED KINGDOM
The Testing of a Full Scale Stub
Girder Floor Beam Using 'Slimdek' Construction
18:40 - 19:05 Jan Stark, Delft University
of Technology, NETHERLANDS
Sander van der Vossen, Adviesbureau
ir, J.G. Hageman B.V. Rijswijk, NETHERLANDS
Jan Brekelmans, TNO, Building &
Construction, NETHERLANDS
Design of Composite Steel and
Concrete Sandwich Elements
19:05 - 19:30 Discussion
Session R4: CONCRETE-FILLED TUBE
FRAMES (Concurrent) -- (Max
Bell 251)
Session Co-Chairs: Robert Tremblay
and Charles Roeder
17:00 - 17:25 Katashi Fujii, Hiroshima
University, JAPAN
Naoyuki Asao, Pacific Consultants, JAPAN
Finite Element Analysis of Concrete
Filled Steel Tubular Column with a New Combination Element
17:25 - 17:50 Brian Uy, University
of New South Wales, AUSTRALIA
Yuan Wang, University of Wollongong,
AUSTRALIA
Non-dimensional Cross-Section
Strength of Concrete Filled Steel Box Columns
17:50 - 18:15 Takanori Sato, Shimizu
Corporation, JAPAN
Proposal of Simplified and Unified
Design Method for Concrete-Filled Tube in Short Column to Slender
Column
18:15 - 18:40 Ahmed Elremaily and Atorod
Azizinamini, University of Nebraska, USA
Behavior of Circular Concrete-Filled
Steel Tube Columns
18:40 - 19:05 Akihiko Kawano and Chiaki
Matsui, Kyushu University, JAPAN
Cyclic Local Buckling and Fracture
of Concrete Filled Tubular Members
19:05 - 19:30 Discussion
Session R5: SLIM FLOORS AND COMPOSITE
SLABS (Concurrent) -- (Max
Bell 253)
Session co-Chairs: Dale Buckner and
Roberto Leon
17:00 - 17:25 Kees Both, TNO Building
& Construction, NETHERLANDS
Jan Stark, Delft University of Technology,
NETHERLANDS
Fire Exposed Composite Steel-Concrete
Slabs
17:25 - 17:50 Helmut Bode and Thomas
Däuewl, Kaiserslautern University, GERMANY
Design of Composite Slabs Using
Deep Profiled Trapezoidal Sheeting
17:50 - 18:15 Walter Borgogno, Fürer
Bergflödt Köppel AG, SWITZERLAND
Mario Fontana, Institute of Structural
Engineering, ETH, SWITZERLAND
Structural Behavior of Slim Floor
Slabs with Prestressed Hollow Core Elements at Room Temperature
and in Fire
18:15 - 18:40 Keiichiro Sonoda and
Hiroaki Kitoh, Osaka City University, JAPAN
Kojiro Uenaka, Kobe City College of
Technology, JAPAN
Embossed Steel Plate-Concrete
Composite Member Subjected to Bending and Shear
18:40 - 19:05 Chul-Hwan Eom, Uiduk
University, KOREA
Ju-Young Na, Jeil Heavy Industry Company,
SOUTH KOREA
The Design and Construction of
Inchon International Airport Terminal Building - KEM Deck Plate
Slab System
19:05 - 19:30 Discussion
20:15 - 23:00 Conference Banquet and
Social Hour (DCH Building outside dining rooms #3, 4
& 5
Friday, June 2, 2000
07:00 - 08:15 Breakfast Buffet (Main Dining Room in DCH Building)
Session F1: COMPOSITE DESIGN
(Max Bell Auditorium)
Session Co-Chairs: Jerome Hajjar and
Mel Hosain
08:30 - 09:00 Jan Stark, Delft University
of Technology, NETHERLANDS
European Standards for Composite
Construction
09:00 - 09:30 Russell Bridge and Mark
Patrick, University of Western Sydney, AUSTRALIA
New Aspects of the Australian
Composite Code
09:30 - 10:00 Shosuke Morino, Mie University,
JAPAN
Recent Developments on Concrete-Filled
Steel Tube Members in Japan
10:00 - 10:30 Coffee Break (Max Bell Foyer)
10:30 - 11:00 Richard Vincent, The
CANAM/MANC Group, CANADA
Laurie Kennedy, University of Alberta,
CANADA
Composite Floor Trusses, Theory
and Practice
11:00 - 11:30 Joseph Colaco, CBM Engineers,
USA
Ivan Viest, IMV Consulting, USA
Design Office Versus Composite
Construction
11:30 - 11:45 Closing Remarks
12:00 - 13:00 Lunch and Departure (Main Dining Room in DCH Building)
Return to top.
Return to top.