isss-2011_program(20111012) (1)
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( FINAL PROGRAM (Ver.2))
6th International Symposium onSteel Structures
ISSS-2011
Hotel Prima, Seoul, Korea
November 3-5, 2011
Organized by
Korean Society of Steel Construction
In cooperation with
International Journal of Steel Structures
(ISSS-2011 PROGRAM )
Time
November 3, Thursday
09:00 10:00
Registration (Grand Ballroom, 4th Fl.)
10:00 10:20
Opening Ceremony (Grand Ballroom, 4th Fl.)
Welcoming Address [Jong-Rak Kim]
Congratulatory Address [Eon-Ku Rhee]
10:20 11:00
Keynote Lecture 1 [Charles W. Roeder] (Grand Ballroom, 4th Fl.)
11:00 11:40
Keynote Lecture 2 [Chitoshi Miki] (Grand Ballroom, 4th Fl.)
11:40 13:00
Lunch (Diamond Hall, 1st Fl.)
Session room info.
Sky A, 10th Fl.
Noblesse A, 6th Fl.
Omnibus A, 9thFl.
Sky C, 10th Fl..
Omnibus B, 9thFl..
Noblesse B, 6th Fl.
13:00 15:00
[T12]
Structural
Analysis I
(8)
[T14]
Seismic
Performance
(6)
[T10]
Steel Bridge I
(8)
[T11]
Fatigue of Steel Structures I
(6)
[T04]
Steel & Composite Structures
(7)
[T02]
Fire Resistance
(6)
15:00 15:20
Coffee Break
15:20 17:40
[T01]
Free Form Structures
(6)
[T19]
Connections I
(7)
[T08]
Steel Bridge Rehabilitation I
(6)
[T07]
Shape Memory Alloy Application
(7)
[T16]
Composite Columns I
(6)
18:00 20:00
Banquet (Diamond Hall, 1st Fl.)
Time
November 4, Friday
08:00 09:00
Registration (Grand Ballroom, 4th Fl.)
09:00 09:40
Keynote Lecture 3 [Koji Morita] (Grand Ballroom, 4th Fl.)
09:40 10:20
Keynote Lecture 4 [Tae-Yang Yoon] (Grand Ballroom, 4th Fl.)
10:20 10:40
Coffee Break
Session room info.
Sky A, 10th Fl.
Emerald, 2nd Fl.
Omnibus A, 9thFl.
Omnibus B, 9thFl
Noblesse A, 6th Fl.
Noblesse B, 6th Fl.
10:40 12:40
[T13]
Structural
Analysis II
(8)
[T03]
Structural Use of Stainless Steel
(7)
[T22]
Steel Bridges II
(7)
[T21]
Fatigue of Steel Structures II
(6)
[T06]
SC Structure & Member
(7)
[T18]
Composite
Beams
(6)
12:40 14:00
Lunch (Diamond Hall, 1st Fl.)
14:00 16:00
[T05]
High Performance & High Strength Steel Structures
(8)
[T20]
Connections II
(7)
[T09]
Steel Bridge Rehabilitation II
(7)
[T15]
SHM &
Vibration Control
(7)
[T17]
Composite Columns II
(7)
[T23]
Structural Behavior
and New Systems
(6)
Time
November 5, Saturday
09:00 16:00
Technical Tour : Dongdaemun Design Plaza & Personal Tour
(TECHNICAL PROGRAM Nov. 3, Thursday)10:00 10:20 Opening Ceremony Grand Ballroom, 4th Fl.
Chair: Prof. Ho-Seong Mha, Hoseo Univ., Korea
10:00 10:20 Opening Ceremony Grand Ballroom, 4th Fl.
Chair: Prof. Dong-Ho Choi, Hanyang Univ., Korea
Welcoming Address Jong-Rak Kim, Chair of ISSS-2011, President of KSSC, Korea
Congratulatory Address Eon-Ku Rhee, President of AIK, Korea
10:20 11: 40 Keynote Lectures Grand Ballroom, 4th Fl.
Chair: Prof. Dong-Ho Choi, Hanyang Univ., Korea
Circular Concrete Filled Tubes for Economical and Rapid Construction
Charles W. Roeder, Dawn E. Lehman, Jiho Moon, Univ. of Washington, USA
Tokyo Gate Bridge: An Application of Bridge High-performance Steel
Chitoshi Miki, Tokyo Institute of Technology, Japan Taiji Kawakami, Tokyo Port Office, Japan
(TECHNICAL PROGRAM Nov. 3, Thursday)
T12: Structural Analysis I
Nov. 3. (Thursday), 13:00 15:00; Sky A;
Chairs: Prof. Ki-Du Kim, Konkuk Univ., Korea
Prof. Kiyoshi Ono, Osaka Univ., Japan
Second-Order Analysis of Steel Beam-Column Members with Non-Uniform Section
M. Leekitwattana, Kasetsart Univ., Thailand
Investigation of Nonlinear Dynamic Analytical Method of Steel Frame Structures Taking Account of Effects of Local Buckling Damage
Toshitaka Yamao, Kumamoto Univ., Japan Takafumi Esaki, ARC Information Systems, Japan
Kensaku Miyachika, Yokogawa Construction Co. Ltd., Japan
Statistical Analysis of Snow Load Based on recent 50 Years Data
Yue Wu, Bo Nan, Harbin Institute of Technology, China Ming Liu, Shenyang Jianzhu Univ., China
Analytical Study on Elasto-plastic Behavior of Steel Members Predominantly Subjected to Cyclic Axial Force
Tetsunari Imamura, Kiyoshi Ono, Hiroaki Taniue, Nobuo Nishimura, Osaka Univ., Japan Masahide Matsumura, Osaka City Univ., Japan
Parametric Analysis for End Distance and Edge Distance of Single Shear Bolted Connections with Austenitic Stainless Steel
JinSeong Lim, TaeSoo Kim, Hanbat Natl. Univ., Korea
Kangmin Lee, ChungNam Natl. Univ., Korea
A Method of Determination of Key-element Related to Structural Redundancy on Steel Framed Structures Based on Fuzzy Model Abstracted from Human Judgments
Takumi Ito, Tokyo Univ. of Sci., Japan
Tensile behavior of Super Duplex Stainless Steel (S32750) Subjected to Quasi-static and Dynamic Loadings
Kyong-Ho Chang, Jeong-Hoon Baek, Chung-Ang Univ., Korea
Gab-Chul Jang, HYUNDAI E&C, Korea
Nonlinear static behavior of space semi-rigid steel frames using plastic-hinge analysis
Phu-Cuong Nguyen, Seung-Eock Kim, Sejong Univ., Korea
Cuong Ngo-Huu, Ho Chi Minh City Univ. of Tech., Vietnam
(TECHNICAL PROGRAM Nov. 3, Thursday)
T14: Seismic Performance
Nov. 3. (Thursday) , 13:00 15:00; Noblesse A ;
Chairs: Prof. Zhen Zhou, Southeast Univ., China
Dr. Do-Hwan Kim, RIST, Korea
A New Approach on Pre-Bent Steel Strips as Seismic Energy-Dissipation Devices
Mojtaba Daie , Shomal Univ., Iran Abdolrahim Jalali, Tabriz Univ., Iran
Seismic Performance of the 6-story Older PR Frames using Fragility Analyses
Do-Hwan Kim, RIST, KoreaRoberto T. Leon, Georgia Inst. of Tech., USA
Seismic Performance of Steel Structures with Masonry Infills
M. Valente, Politecnico di Milano, Italy
Seismic Performance of A Full Scale 3-story Buckling-Restrained Braced Frame Specimen
Pao-Chun Lin, Keh-Chyuan Tsai, Ching-Yi Tsai, Natl. Taiwan Univ., Taiwan
Kung-Juin Wang, Yi-Jer Yu, Chih-Yu Wei, An-Chien Wu, Jia-Chian Chen,
Natl. Center for Research on Earthquake Engineeirng, Taiwan
Failure Mechanism of Single-layer Reticulated Domes with Consideration of Concrete Substructure Subjected to the Severe Earthquake
Feng Fan, Zhiwei Yu, Xudong Zhi, Shizhao Shen, Harbin Institute of Technology, China
Dynamic Instability of Inverted-V Braced Steel Frames under Seismic Excitation
Jeong-Jae Kim, Cheol-Ho Lee, Seoul Natl. Univ., Korea
(TECHNICAL PROGRAM Nov. 3, Thursday)
T10: Steel Bridge I
Organized Session (Organizer: Dr. Tae-Yang Yoon)
Nov. 3. (Thursday) , 13:00 15:00; Omnibus A;
Chair: Dr. Tae-Yang Yoon, RIST, Korea
Stress Analysis Method for Steel Plate Multilayered CFRP under Uniaxial Loading Takeshi Miyashita, Masatsugu Nagai, Nagaoka Univ. of Tech., Japan
The Bending Moment Capacity of Flexural Members with Local Buckling
Young-Bong Kwon, Gun-Ho Seo, Yeungnam Univ., Korea
Double Tied Arch of Gyopo Bridge
Woo-Jong Kim, Jong-Hwa Kim, Kyung-Sik Cho, Ki-Up Ahn, Shang-Su Kim,
DM Engineering Co., Ltd., Korea
Uniaxial Compression Test of Steel Plate Bonded FRP Sheet for Rational Repair and Reinforcement of Web in Steel Girder Bridge
Yusuke Okuyama, Takeshi Miyashita, Masatsugu Nagai, Nagaoka Univ. of Tech., Japan
Tatsuo Ogata, Kazuo Fujino, Nippon Expressway Research Inst. Co., Japan
Kazuo Ohgaki, Kawasaki Heavy Industries, Japan
Yuya Hidekuma, Nippon Steel Composite Co., Japan
Wataru Horimoto, Kurabo Industries, Japan
Fatigue Test of an Advanced Orthotropic Steel Deck System using High Performance Steel for Bridges
Chang-Kook Oh, Kee-Jeung Hong, Doo-Byong Bae, Kookmin Univ., Korea
Analytical Study on Moment-Shear Interaction of Hybrid Girders under Combined Loading
Katsuyoshi Nozaka, Ritsumeikan Univ., Japan
Deflection Analysis of Multi-Span Suspension Bridges
Dong-Ho Choi, Sun-Gil Gwon, Ho-Sung Na, Hanyang Univ., Korea
Experimental Study on Ultimate Axial Strength of Hybrid Double Skin Composite(HDSC) Column Using 800MPa High Strength Steel Pipe
Jin-Kook Kim, Jong-Kwan Lee, RIST, Korea
Jae-Joon Bae, POSCO Global R&D Center, Korea
Jae-Hoon Lee, Yeungnam Univ., Korea
(TECHNICAL PROGRAM Nov. 3, Thursday)
T11: Fatigue of Steel Structures I
Organized Session (Organizer: Prof. Takeshi Mori)
Nov. 3. (Thursday) , 13:00 15:00; Sky C;
Chair: Prof. Takeshi Mori, Hosei Univ., Japan
Use of Motor with Eccentric Mass for Various Fatigue Tests of Welded Joints Kentaro Yamada, Nagoya Univ., Japan Satoshi Yamada, Topy Industries Co., Japan Tatsuya Ojio, Meijo Univ., Japan Toshiyuki Ishikawa, Kyoto Univ., Japan
Fatigue Strength Improvement of Weld Joints by Blast Preparation of Steel Bridge Painting
Tae-Dong Kim, In-Tae Kim, Pusan Natl. Univ., Korea
Young-Soo Jung, Kyushu Univ., Japan
Effect of Stress Ratio on the Enhancement in Fatigue Strength of High Performance Steel Welded Joints by Ultrasonic Impact Treatment
Hiroshi Shimanuki, Teppei Okawa, Nippon steel Co., Japan
Fatigue Test of Misaligned Butt Welded Joints in the Bottom Flange D. Yamaoka, K. Funayama, M. Sakano, Kansai Univ., Japan
Evaluation of Fatigue Safety of a Steel Deck Box Girder Bridge with Initial Defects
Kab-Soo Kyung, Jin-Eun Park, Sung-Jin Lee, Sin-Chul Park, Korea Maritime Univ., Korea
Hee-Hyun Lee, CTC Co., Korea
Initiation and Propagation Behavior of Crack Penetrating into Steel Deck Plate at Connection with Transverse Rib and Trough Rib and Influence of Deck Plate Thickness and Scallop
Hideaki Harada, Takeshi Mori, Yasuko Kawasaki, Hosei Univ., Japan
Daisuke Uchida, Japan Bridge Association, Japan
(TECHNICAL PROGRAM Nov. 3, Thursday)
T04: Steel & Composite Structures
Organized Session (Organizer: Prof. J Y Richard Liew)
Nov. 3. (Thursday) , 13:00 15:00; Omnibus B;
Chair: Prof. J Y Richard Liew, Natl. Univ. of Singapore, Singapore
Fire-resistance of Steel Grid Structures Exposed to Localized Fires Yong Du, Jin Gu, Nanjing Univ. of Tech., China
Experimental Investigation of the Behavior and Ultimate Strength of Cold-formed Stainless Steel Stub Columns
Shu Ganping, Zheng Baofeng, Southeast Univ., China
Shen Xiaoming, Suzhou Industrial Park Design & Research Institute, China
Experimental Studies on Concrete Filled Tubes with Ultra-High Strength Materials J Y Richard Liew, D X Xiong, M H Zhang, Natl. Univ. of Singapore, Singapore
Application of Component-Based Model for Connections in Fire Safety Analysis of Steel Frames
Yiqi Gao, Hongxia Yu, Tsinghua Univ., China
Nonlinear Analysis of the Axial Compressive Behavior of Circular Ultra-High Strength Concrete Filled Stub Columns
Yan-Bo Wang, Guo-Qiang Li, Tongji Univ., China
J Y Richard Liew, D X Xiong, Natl. Univ. of Singapore, Singapore
Strength and Rotation Capacity of H-Shaped Beams Fabricated of 800MPa High-Strength Steel
Cheol-Ho Lee, Kyu-Hong Han, Seoul Natl. Univ., Korea
Tae-Hyu Ha, Seung-Eun Lee, Jin-Ho Kim, RIST, Korea
Numerical Investigation of Simply Supported Composite Beams with High Performance Materials and Deformable Shear Connectors
K F Chung, C K Chan, The Hong Kong Polytechnic Univ., China
(TECHNICAL PROGRAM Nov. 3, Thursday)
T02: Fire Resistance
Organized Session (Organizer: Prof. V.K.R. Kodur)
Nov. 3. (Thursday) , 13:00 15:00; Noblesse B;
Chair: Prof. V.K.R. Kodur, Michigan State Univ., USA
Evaluating Fire Resistance of Steel Girders in Bridges
V.K.R. Kodur, M. A. Esam, M.M.S. Dwaikat, Michigan State Univ., USA
Effect of Load and Eccentricity on Fire Resistance of Concrete Encased Steel (CES) Columns under 3-side Heating
Xiaoyong Mao, Weihua Gao, Lili Li, Suzhou Univ. of Sci. & Tech., China
V.K.R. Kodur, Michigan State Univ., USA
Evaluation of the Residual Strength of Reinforced CFT Columns through Unloaded Heating Test
Yong-An Won, Ministry of National Defense, Korea
Sun-Hee Kim, Sung-Mo Choi, Univ. of Seoul, Korea
Joong-Seok Bang, DAELIM.Construction, Inc., Korea
An Approach for Modeling the Damage of Fire Insulation on Steel Members
Wei-yong Wang, Chongqing Univ., China
Venkatesh Kodur, Michigan State Univ., USA
Study on the Fire Resistance of the Concrete Filled Tube Columns Associated with the Types of Fire Protection
Sun-Hee Kim, Sung-Mo Choi, Univ. of Seoul, Korea
Youn-Sang Kwon, MooYoung Architects & Engineers, Korea
Kyung-Soo Chung, RIST, Korea
Heong-Seok Chae, Sejin SCM, Korea
Finite Element Analysis of Beam-to-Column Joints at Elevated Temperature
K. S. Al-Jabri, M. Al-Azri, A.Al-Ismaili, F. Al-Jahwari, Sultan Qaboos Univ., Oman
(TECHNICAL PROGRAM Nov. 3, Thursday)
T01: Free Form Structures
Organized Session (Organizer: Prof. Patrick Teuffel)
Nov. 3. (Thursday) , 15:20 17:40; Sky A;
Chair: Prof. Patrick Teuffel, Delft Univ. of Tech., The Netherlands
Suggestion of Life Time Monitoring for Structure Performance Grasp and the Application Example
T.Nishizawa, T.Ohno, Nikken Sekkei Ltd., Japan
Bending Tests on an Advanced Spherical Node System in the Steel Free Form Spatial Structure
Kyung-Ju Hwang, Young K. Ju, Jintak Oh, Sang Dae Kim, Korea Univ., Korea
Kwang-Ryang Chung, Dongyang Structural Engineers, Korea
From Adaptive to High-Performance Structures
Patrick Teuffel, Delft Univ. of Tech., The Netherlands
Performance Based Design of 300 Meter High Building
Toshimoto Maeno,Kiyoaki Hirakawa, Kazuhiro Saburi, Takenaka Co., Japan
Museum with the World's Largest Planetarium(Design and construction of Nagoya City Science Museum)
Shigeki Sugiura, Tomio Ohno, Nikken Sekkei Ltd., Japan
The Mechanical Behaviors of Free Form Curved-Surface Derived by Height Adjusting Method
Changyu Cui, Baoshi Jiang, Harbin Institute of Technology, China
(TECHNICAL PROGRAM Nov. 3, Thursday)
T19: Connection I
Nov. 3. (Thursday) , 15:20 17:40; Noblesse A;
Chairs: Prof. Kyung-Jae Shin, Kyungpook Natl. Univ., Korea
Dr. Takumi Ito, Tokyo Univ. of Sci., Japan
Structural Behavior of Screwed Beam-To-Column Moment Connections with Cold-Formed Steel Members
M M Tahir, H A Hamid, T C Siang, Universiti Teknologi Malaysia, Malaysia
M Mahendran, Queensland Univ. of Tech., Australia
Experimental Evaluation of Rahmen-type Movable Joint System for Temporary Bridge
Chi-Young Jung , Seung-Min Park , Jin-Hee Ahn, Sang-Hyo Kim, Yonsei Univ., Korea
Improving Seismic Performance of Steel Moment Connections with Noncompact Beam Web
Wei Wang, Yanyan Zhang, Yiyi Chen, Peng Yan, Tongji Univ., China
Zhihao Lu, Baosteel Engineering & Technology Group Co., China
Mathematical Model on Long-term Relaxation of High Strength Bolts By Coating Thickness Parameters of Slip Faying Surfaces
Hwan-Seon Nah, Korea Electric Power Corporation Research Institute, Korea
Woo-Bum Kim, Kongju Natl. Univ., Korea
A More Generalized Approach for Analyzing Bolted Connections
Wei T. Hsu, Cheng-Yen Liao, Dung M. Lue, Natl. Chung-Hsing Univ.,Taiwan
Tensile Strength of Full-Penetration Weld Connection of High-Strength Steel Developed for Building Structures
Sung-Min Jung, Yukihiro Harada, Chiba Univ., Japan
Kazumasa Ebato, Kanto Gakuin Univ., Japan
Tomohiro Kinoshita, JFE Steel Corp., Japan
Static Behavior of Tensile Bar/Strip stiffeners in Square and T-shaped Concrete-filled Steel Tubular Stubs
Hua Yang, Yuanlong Yang, Sumei Zhang, Harbin Institute of Technology, China
(TECHNICAL PROGRAM Nov. 3, Thursday)
T08: Steel Bridge Rehabilitation I
Organized Session (Organizer: Prof. Masahiro Sakano)
Nov. 3. (Thursday) , 15:20 17:40; Omnibus A;
Chair: Prof. Masahiro Sakano, Kansai Univ., Japan
Cause Identification of the Fatigue Failure of the Top Flange in Steel Through Truss Railway Stringers
Yoshihiro Fujikawa, Masahiro Sakano, Kansai Univ., Japan
Kentaro Matsumoto, Railtech Co., Japan
Steel Plate Pre-stressing Reinforcement for Coped Steel Girder Ends
Yuta Nagao, Masahiro Sakano, Kansai Univ., Japan Kentaro Matsumoto, Railtec Co., Japan
Hironori Namiki, Kyobashi Mentec Ltd., Japan
Quality Evaluation of rib-to-deck Weld of Orthotropic Steel Deck System by Ultrasonic Test
Hiromi Shirahata, Yuuta Funayama, Tokyo City Univ., Japan
Masahiko Katoh, Service Center for Port Engineering, Japan
Practical Procedure for Improving Bearings in a Steel Railway Bridge
Takumi Kamizono, Hironori Namiki, Kyobashi Mentec Co., Japan
Yuichiro Otsuka, Shinya Takahashi, Keihan Electric Railway Co., Japan
Lateral-torsional Buckling of Tapered I-Girder with Corrugated Webs
Ngoc Duong Nguyen, Seung-Ryong Han, Young-Jong Kang, Korea Univ., Korea
Crack Propagation Rate of Yield Point Mismatched Welded Joint.
Atsushi Tanabe, Nikken Sekkei Civil Eng. Ltd., Japan
Worawit Padungsriborworn, Tokyo Inst. of Tech., Japan
(TECHNICAL PROGRAM Nov. 3, Thursday)
T07: Shape Memory Alloy Application
Organized Session (Organizer: Prof. Reginald DesRoches)
Nov. 3. (Thursday) , 15:20 17:40; Sky C;
Chair: Prof. Reginald DesRoches, Georgia Institute of Tech., USA
Behavior of NiTi and NiTiNb SMA Wires under Recovery or Prestressing Stress
Eunsoo Choi, Hongik Univ., Korea
Young-Soo Chung, Chungang Univ., KoreaSung-Chul Cho, Taehyo Park, Hanyang Univ., Korea
Cyclic Testing of a Shape Memory Alloy-Based Articulated Quadrilateral Bracing System
Matthew Speicher, Natl. Institute of Standards and Technology., USA
Reginald DesRoches, Roberto T. Leon,Georgia Institute of Tech., USA
Uncertainty in the Mechanical Properties of Shape Memory Alloys and their Influence on Seismic Reliability Estimates
Emily McCarthy, Jamie E. Padgett, Rice Univ., USA
Alexa Holmes, Jason McCormick, Univ. of Michigan, USA
Advanced Mechanical Models for Smart PR-CFT Connections with Superelastic Shape Memory Alloy Fasteners
Jong-Wan Hu, Korea Institute of S&T Evaluation and Planning, Korea
Young-do Jeong, POSCO E&C, Korea
Dong Keon Kim, Hanyang Univ., Korea
Experimental Analysis of Ni47Ti44Nb9 Shape Memory Alloy Behavior for Tightening Application Numerical Design
B. Piotrowski, A. Ebehardt, E. Patoor, Arts et Mtiers Paris Tech, France
T. Ben Zineb, Nancy Univ., France
Numerical Analysis of Shape Memory Alloy S Shaped Elements Used as Energy Dissipating Devices
R. Mirzaeifar, CS. W. Yang, A. Yavari, R. DesRoches, Georgia Institute of Technology, USA
Numerical Investigation of Aluminum Alloy Column in Concentric Compression
Ximei Zhai, Hai Wu, Feng Fan, Harbin Institute of Technology, China
(TECHNICAL PROGRAM Nov. 3, Thursday)
T16: Composite Columns I
Nov. 3. (Thursday) , 15:20 17:40; Omnibus B;
Chairs: Dr. Hui Jiao, Univ. of Tasmania, Australia
Dr. Bambang Suryoatmono, Indonesia
Experimental Investigation on Sub-Assemblage Frame with Cruciform Column Section
P N Shek, M M Tahir, A Sulaiman, C S Tan, Universiti Teknologi Malaysia, Malaysia
Buckling Behavior of Pre-weakened H-shaped Steel Compression Member for Blasting Demolition
Hoon Choi, Jin-Woo Choi, Kwang-Yeoul Shin, Soon-Jong Yoon, Hongik Univ., Korea
Dong-Min Ok, Daewoo E & C, Korea
Dong-Jun An, Woojoo Engineering Co., Korea
Design Buckling Strength Curve for Built-Up Cold-Formed Sections
Thomas H.-K. Kang, Seoul Natl. Univ., Korea
Krisda Piyawat, Chris Ramseyer, The Univ. of Oklahoma, USA
Buckling Strength on Steel-Plywood Sandwich Structure
Wataru Kambe, Saki Kondo, Takumi Ito, Tokyo Univ. of Sci., Japan
Cyclic Behavior of Steel Frames Infilled with Composite Panels: experimental and numerical
Hetao Hou, Canxing Qiu, Weilong Liu, Minglei Wu, Shandong Univ., China
Introduction of an Innovative Perforated Steel Plate Shear Wall System with FRP Edge Reinforcement
Mohamad Alipour Tabrizi, Amirhosein Raeeszadeh, Amirkabir Univ. of Tech., Iran
(TECHNICAL PROGRAM Nov. 4, Friday)
09:00 10: 20 Keynote Lectures Grand Ballroom, 4th Fl.
Chair: Prof. Byong-Jeong Choi, Kyonggi Univ., Korea
Applications of High Performance Structural Steels to High-rise Steel Buildings Koji Morita, Chiba Univ., JapanMichio Keii, Nikken Sekkei Ltd., JapanShuichi Matsumoto, Taisei Co., Japan
Present and Future of Steel Bridges
Tae-Yang Yoon, Chan-Hee Park, RIST, Korea
(TECHNICAL PROGRAM Nov. 4, Friday)
T13: Structural Analysis II
Organized Session (Organizer: Prof. Feng Fan)
Nov. 4. (Friday) , 10:40 12:40; Sky A;
Chair: Prof. Feng Fan, Harbin Institute of Technology, China
Finite Element Analysis of Offshore Wind Turbines under Environmental Loadings
Pramin Norachan, Ki-Du Kim, Konkuk Univ., Korea
Kyoung-Chul Kim, KOLON E&C, Korea
Hwa-Sup Jang, Korean register of shipping, Korea
Modeling of Fluctuating Wind Pressures Spectra on Spherical Domes with Different Rise-Span Ratios
Ying Sun, Ye Qiu, Yue Wu, Harbin Institute of Technology, China
Multi-objective Optimization for Shape design of Membrane Structures
Xiao-ying Sun, Bing-bing San, Yue Wu, Harbin Institute of Technology, China
The Development of Analysis Method for Track Irregularity Data Considering Wavelength Characteristic
Min-Chul Jeong, Jung-Hoon Kim, Won-Woo Lee, Jung-Sik Kong, Korea Univ., Korea
Dynamic Responses and Optimality on BRB in the Single-Layer Reticulated Dome
Xu-Dong Zhi, Feng Shi, Feng Fan, Zhi-Wei Yu, Harbin Institute of Technology, China
Hysteretic Analysis of Thin Steel Plate Shear Walls
Lanhui Guo, Ran Li, Lei Gao, Sumei Zhang, Harbin Institute of Technology, China
A Study on the Structure Optimization by Comparing the Element-wise Axial Forces
Woo-Bum Kim, Mi-Young Moon, Kongju Natl. Univ., Korea
Performance Evaluation of Bridge Safety Barrier by Vehicle Crash Simulation
Min-Chul Lee, Ki-Young Kwon, Seung-Eock Kim, Sejong Univ., Korea
(TECHNICAL PROGRAM Nov. 4, Friday)
T03: Structural Use of Stainless Steel
Organized Session (Organizer: Dr. Bassam Burgan)
Nov. 4. (Friday) , 10:40 12:40; Emerald;
Chair: Dr. Bassam Burgan, The Steel Construction Institute, UK
Recent Advances in the Developments of Structural Design Standards for Stainless Steel
Nancy Baddoo, The Steel Construction Institute, UK
Experimental and Numerical Investigations of Cold-formed Stainless Steel Tubular Flexural Members
Feng Zhou, HuaiLin Peng, Tongji Univ., China
Ben Young, The Univ. of Hong Kong, China
Development and Application of 26Cr-2Mo Ferritic Stainless Steels for Building Exterior Materials
Heesan Kim, Hongik Univ., Korea
Baosteel Ferritic Stainless Steel B445R for Architectural Applications
Ma Li, Dong Wenbo, Baoshan Iron & Steel Co.,Ltd., China
Recent Research into Thin-walled Ferritic Stainless Steel Profiles
Barbara Rossi, Univ. of Liege, Belgium
Katherine A. Cashell, The Steel Construction Institute, UK
Behaviour of Concrete Filled Stainless Steel Tubular Columns under Fire
Lin-Hai Han, Fei-Yu Liao, Feng Chen, Tsinghua Univ., China
Zhong Tao, Univ. of Western Sydney, Australia
Analysis of Stainless Steel Stayed Columns
Katerina Servitova, Josef Machacek, Czech Technical Univ. in Prague, Czech Republic
(TECHNICAL PROGRAM Nov. 4, Friday)
T22: Steel Bridges II
Nov. 4. (Friday) , 10:40 12:40; Omnibus A;
Chairs: Prof. Doo-Byong Bae, Kookmin Univ., Korea
Prof. Yusuke Okuyama, Nagaoka Univ. of Tech., Japan
Study on Elasto-plastic Behavior of T-shaped Beam-to-column Connections of Steel Rigid Frame Piers
Yoichi Tagawa, Kiyoshi Ono, Yuji Mishima, Nobuo Nishimura, Osaka Univ., Japan
Development of BHS, Bridge High-performance Steels, in Japan
Tomonori Tominaga, Koji Homma, Masahide Takagi, Mutsuto Tanaka, Nippon Steel Co., Japan
Design of Protective Structures with Aluminum Foam Panels
Chang-Su Shim, Nu-Ri Yun, Chung-Ang Univ., Korea
Il-Heong Yu, FOAMTECH Co., Ltd., Korea
Temperature prediction method for Construction details of Key-segment Closure of Partially Earth-anchored Cable-stayed Bridges
Se-Jun Park, Sang-Hyo Kim, Yonsei Univ., Korea Young-Gyu Kim, Yongma Engineering Co., Korea
Development and Experiment of Long-Span Staging Using Thermal Prestressed Steel Beam with Eccentric Bracket
Jung-Yeun Joung, Chi-Young Jung, Jin-Hee Ahn, Sang-Hyo Kim, Yonsei Univ., Korea
Analytical Study on Seismic Performance of Bridge Piers with Pipe Section made from High-Tensile-Strength-Steel
Takahiro Tarui, Kiyoshi Ono, Shohei Onishi, Nobuo Nishimura, Osaka Univ., Japan
Eiki Yamaguchi, Kyushu Inst. of Tech., Japan
Modeling and Ultimate Strength of Steel Column Members Subjected to Predominant Axial Force in Truss Bridges
Masahide Matsumura, Junpei Yoshiyama, Osaka City Univ., Japan
Kiyoshi Ono, Hiroaki Taniue, Osaka Univ., Japan
(TECHNICAL PROGRAM Nov. 4, Friday)
T21: Fatigue of Steel Structures II
Nov. 4. (Friday) , 10:40 12:40; Omnibus B;
Chairs: Prof. Kentaro Yamada, Nagoya Univ., Japan
Prof. Kab-Soo Kyung, Korea Maritime Univ., Korea
Evaluation Index Development of the Fatigue Life Prediction Based on Characteristic of Stress Spectra Using Entropy Parameter
Jung-Hoon Kim, Min-Chul Jeong, Won-Woo Lee, Min-Sung Kim, Goangseup Zi, Jung-Sik Kong, Korea Univ., Korea
Study on the Preciseness of Hot Spot Stress of Welded Joints Derived from Shell Finite Element Analyses
Naoki Osawa, Junji Sawamura, Hiroki nakajima, Osaka Univ., Japan
Norio Yamamoto, Nippon Kaiji Kyokai, Japan
Effect of Compression Overload on Fatigue Strength Improved by ICR Treatment
Toshiyuki Ishikawa, Masaru Shimizu, Hajime Tomo, Hirotaka Kawano, Kyoto Univ., Japan
Kentaro Yamada, Nagoya Univ., Japan
Fatigue Tests of Welded Sleeve Connections of Cantilevered Steel Sign Structures
Hyoung-Bo Sim, Chia-Ming Uang, Univ. of California, USA
Retardation of Fatigue Crack Propagation in Welded Joints under Plate Bending by Hardening Material Injection
Kazuo Tateishi, Ryuichi Tsuboi, Takeshi Hanji, Nagoya Univ., Japan
Monitoring by FSM of Fatigue Crack Generated at Invisible Location of Steel Plate Deck with U-rib
You-Chul Kim, Mikihito Hirohata, Kengo Shibata, Osaka Univ., Japan
Kyong-Ho Chang, Chung-Ang Univ., Korea
(TECHNICAL PROGRAM Nov. 4, Friday)
T06: Steel Concrete Composite Structure & Member
Organized Session (Organizer: Prof. Yasuhisa Tagawa)
Nov. 4. (Friday) , 10:40 12:40; Noblesse A;
Chair: Prof. Yasuhisa Tagawa, Yokohama Natl. Univ., Japan
Study on Shear Strength Evaluation Method of Headed Stud Connector for Using High-depth Steel Deck
Yosuke Nakaso, The Univ. of Tokyo, Japan
Ryo Ishimaru, Nippon Steel & Sumikin Metal Products Co., Japan Yasuhisa Tagawa, Yokohama Natl. Univ., Japan
Seismic Upgrading of Anchor-Bolts of Exposed-Type Column Bases in Existing Old Steel Buildings
Kiichiro Sawada, Akira Matsuo, Hirokuni Kato, Kagoshima Univ., Japan
Yoshinobu Fujitani, Hiroshima International Univ., Japan
Takao Takamatsu, Hiroyuki Tamai, Hiroshima Inst. of Tech., Japan
Form-finding of Curved Cable-strut Grids With Semi-regular Tensegrity Jin-yu Lu, Gan-ping Shu, Tian-sheng Shi, Southeast Univ., China
Bending Test of Composite Beam with Shear Connector using Powder Actuated Nails
Manjae Lee, Sendai Natl. College of Technolgoy, Japan
Go Kobayashi, HILTI Ltd., Japan
Yasuhisa Tagawa, Yokohama Natl. Univ., Japan
Study on Influence of Evaluation in Elastic Rigidity of Composite Girder Member upon Story Drift Deformation of Rigid Steel Building
Jin Honda, Yasuhisa Tagawa, Yokohama Natl. Univ., Japan
Concrete-filled VHS-to-Mild Steel Plate Fabricated Section Stub Column Tests
Fidelis R. Mashiri, Brian Uy, Hamid Naderloo, Univ. of Western Sydney, Australia
Push-out Test of Mechanical Shear Connector using Powder Actuated Nail
Murakami Kazuya, SEIBU Railway Co., Ltd., Japan
Manjae Lee, Sendai Natl. College of Technolgoy, Japan
Go Kobayashi, HILTI Ltd., Japan
Yasuhisa Tagawa, Yokohama Natl. Univ., Japan
(TECHNICAL PROGRAM Nov. 4, Friday)
T18: Composite Beams
Nov. 4. (Friday) , 10:40 12:40; Noblesse B ;
Chairs: Prof. Yoshiaki Okui, Saitama Univ., Japan
Prof. Hak-Eun Lee, Korea Univ., Korea
Time-Dependent Analysis of Composite Steel-Concrete Beams Using the Rate of Creep Method
Nacer Rahal, Univ. of Mascara, AlgeriaMohamed Tehami, Beghdad Houda, Abdelaziz Souici, USTO, Algeria
Structural Performance of the Tetragonal Lattice Girder
Seungjun Kim, Young-Jong Kang, Korea Univ., Korea
Keum-Ho Han, KEPCO E&C, Korea
Jungsik Baek, Steel Tech Co., Korea
Bending Moment Capacity and Combined Strength under Bending Moment and Shear for Composite Girders
Dang Viet Duc, Yoshiaki Okui, Saitama Univ., Japan
Masatsugu Nagai, Nagaoka Univ. of Tech., Japan
Naofumi Inaba, Central Nippon Expressway Co., Japan Atsushi Homma, East Nippon Expressway Co., Japan
A Study on Flexural Behavior of Continuous Beams with High Strength Steel
Hyunsung Joo, Hak-Eun Lee, Korea Univ., Korea
n Kim, Hongik Univ., KOREA Jiho Moon, Univ. of Washington, USA
Byung-Ho Choi, Hanbat Natl. Univ., Korea
Experimental Analysis of the Folded Cantilever Shear Structure
Ercan Serif Kaya, Toshitaka Yamao, Kumamoto Univ., Japan
Takuro Katayama, Sojo Univ., Japan
Axial Load Capacities of Structural Node for Single Layer Free form Structures
Jintak Oh, Kyung-Ju Hwang, Sang-Dae Kim, Young K. Ju, Korea Univ., KoreaWoonteak Woo, Dongyang Structural Safery, Korea
(TECHNICAL PROGRAM Nov. 4, Friday)
T05: High Performance & High Strength Steel Structures
Organized Session (Organizer: Prof. Gang Shi)
Nov. 4. (Friday) , 14:00 16:00; Sky A;
Chairs: Prof. Gang Shi, Tsinghua Univ., China
Experiments on Q460 High-Strength Steel Beam-columns and the Application
Yiyi Chen, Qi Wu, Feng Zhou, Lewei Tong, Tongji Univ., China
Zhigang Li, Technology Center of Bao Steel, China
Design of High Strength Steel Welded H-section Columns
Feng Zhou, Lewei Tong, Yiyi Chen, Chunyu Pan, Tongji Univ., China
Xiaoping Hu, Baosteel Group Co., China
Experimental and Analytical Investigations on Performance of High-performance Buckling-restrained Braces Affected by Constraints
Chunlin Wang, Tsutomu Usami, Jyunki Funayama, Meijo Univ., Japan
Recent Research Advances on High Strength and High Performance Steel Structures in Tsinghua University
Gang Shi, Hui-yong Ban, Yong-jiu Shi, Yuan-qing Wang, Tsinghua Univ., China
Overall Buckling Tests of 460MPa High Strength Steel Welded Box Section Columns
Hui-yong Ban, Gang Shi, Yong-jiu Shi, Yuan-qing Wang, Tsinghua Univ., China
Experimental Study of High Strength Structural Steel Q460D under Cyclic Loading
Gang Shi, Meng Wang, Yong-jiu Shi, Yuan-qing Wang, Tsinghua Univ., China
Fei Wang, Chongqing Univ., China
Post-Fire Mechanical Properties of ASTM A992 Steel
Jinwoo Lee, Michael D. Engelhardt, Univ. of Texas at Austin, USA
Investigation on Bolted Connection of High Strength Steel Tension Splices under Static Shear
Yong-jiu Shi, Bin Pan, Gang Shi, Yuanqing Wang, Tsinghua Univ., China
(TECHNICAL PROGRAM Nov. 4, Friday)
T20: Connection II
Nov. 4. (Friday) , 14:00 16:00; Emerald;
Chairs: Prof. Lanhui Guo, Harbin Inst. of Tech., China
Dr. Wei Wang, Tongji Univ., China
An Experimental Study on Restoring Force Characteristics of Semi-Rigid Connections by Use of Spring Washers
Hiroki Fujii, Takumi Ito, Kazuki Takahashi, Wataru Kambe, Tokyo Univ. of Sci., Japan
FEA of Beam-Column Connection with Bolted Web
Bo-Hyuk Lim, Swoo-Heon Lee, Kyung-Jae Shin, Kyungpook Natl. Univ., Korea
Cyclic Seismic Testing of Cruciform Concrete-Filled U-shape Steel Beam-to-H Column Composite Connection
Chang-Hee Park, Cheol-Ho Lee, Hong-Gun Park, Hyeon-Jong Hwang, Seoul Natl. Univ., Korea
Chang-Nam Lee, Hyoung-Seop Kim, Sung-Bae Kim, SEN Structural Engineers Inc., Korea
A Study on Ultimate Strength and Curling Behavior of Bolted Channel Sections in Austenitic Stainless Steel(STS304)
MinSeong Kim, TaeSoo Kim, SeungHun Kim, YongTaeg Lee, Hanbat Natl. Univ., Korea
Prediction of Behavior of Semi-rigid Composite Joints using Artificial Neural Networks
Osama.M.A. Daoud, Univ. of Khartoum, SudanRania Salih Mohammed, Red Sea Univ., Sudan
Experimental Investigations of Welded End-Slot Connection and Unbonding Layers for Buckling Restrained Braces
An-Chien Wu, Chih-Yu Wei, Natl. Center for Research on Earthquake Engineering, Taiwan
Pao-Chun Lin, Keh-Chyuan Tsai, Natl. Taiwan Univ., Taiwan
Study on Fracture Behavior of Electro-Slag Welded Joints in Beam-to-Built-Up Box Column Connection
Yong-Hun Song, Kawagishi Bridge Works Co., Ltd., Japan
Takumi Ishii, JFE Steel Corp., Japan
Yukihiro Harada, Chiba Univ., Japan
Koji Morita, Tokyo Denki Univ., Japan
(TECHNICAL PROGRAM Nov. 4, Friday)
T09: Steel Bridge Rehabilitation II
Organized Session (Organizer: Prof. Masahiro Sakano)
Nov. 4. (Friday) , 14:00 16:00; Omnibus A;
Chairs: Prof. Masahiro Sakano, Kansai Univ. Japan
Basic Caracteristic of High Strength One-Side Bolted for Friction Joints
Hiroyuki Suzuki, Meisei Univ., Japan
Yuichi Kawabe, Masaji Fujinaga, Kazuhiro Nakajima, Lobtex Fastening System Co. Ltd., Japan
Fatigue Testing of Floor Beams and Stringers Repaired by Welding with Steel Plate in Deck Truss Bridge
Tetsuya Mizuno, Daisuke Yamaoka, Masahiro Sakano, Kansai Univ. Japan
Yoshihiro Natsuaki, Katayama Stratech Corp, Japan
Kanshiro Masuda, Ministry of Land, Infrastructure, Japan
Characteristic and Retrofitting Method of Fatigue Cracks in a Half- Through Steel Arch Bridge
Hyo-Sang Hwang, Kab-Soo Kyung, Korea Maritime Univ., Korea
Hee-Hyun Lee, CTC Co., Korea
Cheol-Jun Cha, Korea Infrastructure Safety Corporation, Korea
Fatigue Cracking Behaviour in the Transverse Rib Slit in an Orthotropic Steel Deck with Bulb Ribs
D. Yamaoka, M. Sakano, Kansai Univ., Japan
Y. Natsuaki, Japan Bridge Association, Japan
K. Nakamura, H. Mizuno, Ministry of Land, Japan
Fatigue Life Prediction for Fatigue Crack Initiated at Welded Gusset Joints Repaired by Externally Bonded CFRP Strips
Hitoshi Nakamura, Fan Lin, Ken-ichi Maeda, Tokyo Metropolitan Univ., Japan
Hiroyuki Suzuki, Meisei Univ., Japan
Takao Irube, TTK Co., Japan
Yoshihiro Fukuda, JX Nippon Oil & Energy Co., Japan
Development of Fatigue Test Method and Improvement of Fatigue Life by New Functional Steel Plates for Welding of Trough Rib and Deck Plate of the Orthotropic Decks
Noboru Konda, Kazushige Arimochi, Masaru Nishio, Sumitomo Metal Industries, Ltd., Japan
Mitsuru Ichimiya, Toshihiro Kasugai, Shogo Kiyokawa, Yokogawa Bridge Corp., Japan
Prediction for the Long-Term Response of the Half-Through CFST Arch Bridge
Yue Geng, Yuyin Wang, Xinrong Wu, Harbin Institute of Technology, China
Gianluca Ranzi, Univ. of Sydney, Australia
(TECHNICAL PROGRAM Nov. 4, Friday)
T15: SHM & Vibration Control
Nov. 4. (Friday) , 14:00 16:00; Omnibus B;
Chairs: Prof. M. Valente, Politecnico di Milano, Italy
Dr. Hyun-Jun Park, KAIST, Korea
Semi-Active Control on Cable-Arch Structure Using MR Dampers Under Multi-Dimensional Earthquake Excitations
Zhen Zhou, Yu-long Feng, Shao-ping Meng, Yong Zhao, Southeast Univ., China
Comparison Between GPS Relative Positioning and Virtual Reference Station Methods for Health Monitoring on High-Rise Building
Bub-Ryur, Kim,
Dong-Chel Lee, Jae Hoon, Jung, Joon Heo, Hyo-Seon Park, Yonsei Univ., Korea
Comparison of Charpy Absorbed Energy of Heat Affected Zones in Low and High Toughness Steel
Yoshihiro Sakino, You-Chul Kim, Osaka Univ., Japan
Laser-Based Wireless Active Sensing Techniques for Steel Structures
Hyun-Jun Park, Hoon Sohn, Chung-Bang Yun, KAIST, Korea
Joseph Chung, CytroniQ. Co. Ltd., Korea
A New Dissipative Bracing System for Seismic Upgrading of Existing Structures
M. Valente, D. Giannuzzi, Politecnico di Milano, Italy
R. Ballarini, Univ. of Minnesota, USA
Hucklebridge, Case Western Reserve Univ., USA
Monitoring by FSM of Invisible Cracks under Patch Plates
Mikihito Hirohata, You-Chul Kim, Osaka Univ., Japan
E/M Impedance-based Structural Health Monitoring Technique and Its Field Applications
Jiyoung Min, Hyojin Shim, Chung-Bang Yun, KAIST, Korea
(TECHNICAL PROGRAM Nov. 4, Friday)
T17: Composite Columns II
Nov. 4. (Friday) , 14:00 16:00; Noblesse A;
Chairs: Prof. Thomas H.-K. Kang, Seoul Natl. Univ., Korea
Dr. P N Shek, Universiti Teknologi Malaysia, Malaysia
Ultimate Strength of Concrete Filled Double Steel Tubular with Shear Connector
Masaru Shimizu, Fumihito Tatsumi, Toshiyuki Ishikawa, Atsushi Hattori, Hirotaka Kawano,
Kyoto Univ., Japan
Inelastic Buckling of Cell Form Steel Column Using Nonlinear Time History Analysis
Bambang Suryoatmono, Erick, Parahyangan Catholic Univ., Indonesia
Assessment of the Durability in Guide Frame of Sluice
Chang-Won Kang, Ju-Ri Kwon, Won-Sik Choi, Pusan Natl. Univ., Korea
Jae-Hwan Son, Daegu Machinery Institute of Component & Materials Foundation, Korea
A Feasibility Study on Mechanical Connections of Very High Strength (VHS) Circular Steel Tubes
Hui Jiao, Dylan Imms, Univ. of Tasmania, Australia
Fidelis Mashiri, Univ. of Western Sydney, Australia
Zhigang Xiao, Monash Univ., Australia
Critical Buckling Loads by the Degree of Joint Connection of Full-scale Steel Scaffold System Model for Bridge Deck Casting
Jin-Gu Kang, Youn-Ju Jeong, Yoon-Koog Hwang, Korea Institute of Construction Technology, Korea
Experimental Study on the Ultimate Bearing Capacity of High Strength Steel Columns under Eccentric Load
Xiaolei Yan, Guoqiang Li, Suwen Chen, Tongji Univ., China
Nonlinear Finite Element Analysis of Eccentrically Loaded Concrete Encased Steel Columns Subject to Standard Fire
Er-feng Du, Gan-ping Shu, Southeast Univ., China
Xiao-yong Mao, Suzhou Univ. of Sci. and Tech., China
(TECHNICAL PROGRAM Nov. 4, Friday)
T23: Structural Behaviour and New Systems
Nov. 4. (Friday) , 14:00 16:00; Noblesse B;
Chairs: Prof. Sung-Mo Choi, Univ. of Seoul, Kore
Prof. Jae-Guen Yang, Inha Univ., Korea
Structural Stability for Ponding of Deep Steel Deck by In-situ Concrete
Seong-Hui Lee, Se-Jung Lee, Sung-Mo Choi, Univ. of Seoul, Korea
Sang-Hyeon Jeon, G-ono Eng. Co., Korea
Do-Gyun Kim, Jeil Technos, Korea
Design Formulas of CFRP strengthened CFT short columns applied by ACI 318-440 CODE
Jai-Woo Park, Jae-Yong Ryoo, Sung-Mo Choi, Univ. of Seoul, Korea
Young-Ho Kim, Sejin Patent Firm, Korea
Heon-Keun Oh, Samsung C&T, Korea
An Analytical Study on Estimation of Ultimate Strength for Rib Plate-Circular Hollow Section Joint
Woo-Bum Kim, Hyun-Ho Park, Kongju Natl. Univ., Korea
Characteristic Moment-Rotation Relationship of an Unstiffened Top and Seat Angle Connection, Including the Effects of Prying Action and Bolt Pretension.
Jae-Guen Yang, Yun Kim, Inha Univ., Korea
Joo-Woo Kim, Semyung Univ., Korea
Characteristic Behavior of a T-stub Connection Under Shear, Including the Effects of Prying Action and Bolt Pretension
Jae-Guen Yang, Jae-Ho Park, Jung-Hwan Choi, Seong-Mi Kim, Inha Univ., Korea
Characteristic Moment-Rotation Relationship of a Double Angle Connection, Including the Effects of Prying Action and Bolt Pretension.
Jae-Guen Yang, Hyun-Kwang Kim, Inha Univ., Korea
Woo-Bum Kim, Kongju Natl. Univ., Korea