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6 th International Symposium on Steel Structures ISSS-2011 Hotel Prima, Seoul, Korea November 3-5, 2011 Organized by Korean Society of Steel Construction FINAL PROGRAM

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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