Application of low yield point steel devices for seismic protection of bridges
M. Abe (University of Tokyo, Japan) Y. Fujino and Y. Zheng

Numerical study of reinforced concrete beams with externally web bonded horizontal steel plates
B.B. Adhikary (Saitama University, Japan), H. Mutsuyoshi and M. Sano

Strength characteristics of beams with ferrocement flanges and steel plate web
A.K. Aggarwal (PNG University of Technology, Papua New Guinea)

Nonlinear bending analysis of top- and seat-angle with double web-angle connections
A. Ahmed (Muroran Institute of Technology, Japan), N. Kishi, K.G. Matsuoka and M. Komuro

Study on necessity and difficulty of construction of hub-airport in Japan
H. Akasaki (Kochi Univesity of Technology, Japan), T. Kadota and T. Todoroki

Experimental study on impact resistance of bending failure type of RC beams
T. Ando (Muroran Institute of Technology, Japan), N. Kishi, H. Mikami, M. Sato, K.G. Matsuoka,

Stress analysis and cracking criteria of concrete under restraint drying shrinkage
Y. Aoki (Nagaoka University of Technology, Japan), T. Shimomura and H. Obata

Evaluation of concentration of accelerating agent in shotcrete by means of electron probe micro analyzer technique
A. Araki (Denki Kagaku Kogyo Co., Ltd, Japan), T. Okada, T. Nishimura and T. Uomoto

Behavior of continuous beams with external prestressing having large eccentricities
T. Aravinthan (DPS Bridge Works Co., Ltd, Japan), H. Mutsuyoshi, S. Tamura and M. Watanabe

Study on the origin of recent economic crisis and sustainable construction as its solution
K. Baba (Kochi University of Technology, Japan)

Peak bedrock accelerations and soil amplification factors for buildings in Singapore
T. Balendra (National University of Singapore, Singapore), C.G. Koh, M.J. Wang and T.K. Lim

Performance of formwork for residential building construction in Saudi Arabia
A.M. Banafa (King Abdulaziz University, Saudi Arabia) and R.M. Husein

An element-free Galerkin formulation for three dimensional large strain plasticity
W. Barry (King Mongkut's University of Technology Thonburi, Thailand) and S. Saigal

Finite element analysis of a connecting rod of PSC engine
A. Basu (University of Wollongong, Australia), O. Kennedy and S. Lucchini

Application of artificial neural network to forecast construction cost of buildings at the pre-design stage
S. Bhokkha (Asian Institute of Technology, Thailand) and S.O. Ogunlana

The strategy of Thai construction industry for the global competitiveness
T. Boonyaperm (Sukhothai Thammathirat Open University, Thailand) and M. Kunishima

Simple ATMD control for high-rise buildings under wind loads
V. Boonyapinyo (Thammasat University, Thailand) and W. Kawakun

Fatigue crack growth prediction under various loading spectra
Q. Cao (Nagoya University, Japan) and K. Yamada

Some comments on current design practice of multi-girder steel bridges under vehicle loads in Thailand
T. Chaisomphob (Sirindhorn International Institute of Technology, Thailand), C. Lertsima and P. Nanakorn

The development and long-term deformation of self-compacting concrete
Y.W. Chan (National Taiwan University, ROC) and M.H. Hsieh

On site monitoring study of a cable supported structure with viscoelastic dampers
K.C. Chang (National Taiwan University, ROC), C.C. Hsu and M.L. Lai

Accuracy of numerical expressions for the section analysis of CFST beam-columns
M. Chao (University of Western Sydney, Australia) and J.Q. Zhang

Evaluation of computerized project planning and control system: a study of large contractors in Thailand
C. Charoenngam (Asian Institute of Technology, Thailand) and T. Ngampasuthadol

Waterproof on roof be used by Acrylic resin
M.C. Chen (Chien-Hsin College of Technology and Commerce, ROC), Y.L. Zhan and Y.F. Liu

Investigating value engineering application in Taiwan's construction industry
W.T. Chen (National Yunlin University of Science and Technology, ROC), T.M. Cheng and N.S. Pan

The characteristics of rheological fracture of rock
Y. Chen (Shanghai University, China), X. Jin, A. Qin and J. Sun

Coupled buffeting response of long span bridge
C.H. Chen (Kao Yuan Institute of Technology, ROC), S.V. Mac and Y.B. Yang

Ultimate lateral capacity for stability of multi-story steel frame by Pseudo-elastic approach
C.C. Chern (National Taiwan University, ROC), J.R. Ke and W.H. Lee

Study of the structural twistless behaviour in slab-beam panels
N.E. Chikh (University of Constantine, Algeria)

A numerical model for mixed mode fracture propagation
Y.J. Chiou (National Cheng Kung University, ROC), H.J. Lin and R.J. Tsay

Engineering information integration using XML
W.K. Tsao (National Taiwan University, ROC) and J.D. Chiou

A study on information structure in lump-sum contract
D. Chiu (National Taiwan University, ROC) and M.T. Wang

A study of decision model of deductible for the contractors' all risk insurance
P.C. Chiu (National Taiwan University, ROC) and S.J. Guo

Behaviour of secondary structures under strong vertical ground motions
N. Chouw (Okayama University, Japan)

Damping prediction formulae for reinforced and partially prestressed concrete beams
S.H. Chowdhury (Griffith University, Australia) and Y.C. Loo

High-strength concrete filled square tube columns subjected to axial loading
J. Chung (Kyushu University, Japan), K. Tsuda and C. Matsui

Aesthetics - important aspect of sustainable development in bridge engineering
Z. Cywinski (Technical University of Gdansk, Japan) and E. Kido

Nonlinear analysis of laterally loaded reinforced concrete piles
R. Dhakal (University of Tokyo, Japan), H. Salem and K. Maekawa

Simulation of the container crane behaviour in emergency condition
D. Dinevski (University of Maribor, Slovenia), M. Oblak, I. Gubensek and A. Novak

Spandrel beam effects on punching shear strength of reinforced concrete flat plates by finite element method - a parametric study
J.H. Doh (Griffith University, Australia), H. Guan and Y.C. Loo

Energy-based performance evaluation of passive control systems for earthquake excitations
A.M. El-Abd (Saitama University, Japan) and H. Yamaguchi

Nonlinear structural analysis of open piled wharves and their seismic design criteria
H. El-Bakry (Ministry of Transport, Japan), H. Yokota and N. Kawabata

Flaw assessment of butt-welded joints
F. Fahimuddin (Tokyo Institute of Technology, Japan), C. Miki, T. Kanai, K. Anami and F. Machida

Shear behavior of two span continuous high strength concrete deep beams
I.K. Fang (National Cheng Kung University, ROC), Y.F. Lin and J.M. Tsay

Efficient allocation of construction planning resources using optimized probabilistic discrete-choice models
O.O. Faniran (Deakin University, Australia) and P.E.D Love

An evaluation of predicted input ground motion using 3-D nonlinear dynamic analysis of overhead railway
Y. Furuya (University of Tokyo, Japan), S. Tsuchiya and M. Harada

On formulation of biaxial non-linear restoring force characteristics of structure using the theory of plasticity
Z. Gao (Tokyo Institute of Technology, Japan), K. Takiguchi and K. Nishimura

Punching tests of reinforced concrete flat slab with shear reinforcement
R.B. Gomes (Federal University of Goias, Brazil) and M.A.S. de Andrade

Reinforced concrete deep beams strengthened in shear
R.B. Gomes (Federal University of Goias, Brazil), G.S.S.A. Melo and L.L. Jardim

Design optimization of long-span king-post truss system
Y. Gong (University of Waterloo, Canada) and L. Xu

Balance based design methods for partially reinforced SFRC structural members
U. Gossla (Braunschweig University of Technology, Germany)

Productivity analysis and comparison of two tunnel constructions in the Taipei-Ilan expressway project
S.J. Guo (National Taiwan University, ROC)

Numerical investigation of in-plane failure of masonry
G. Ma (Nanyang Technological University, Singapore), H. Hao and Y. Zhou

An investigation of the coupled torsional-pounding responses of adjacent asymmetric structures
H. Hao (Nanyang Technological University, Singapore) and G. Ma

Ultimate strength of ring stiffened cooling tower shell
T. Hara (Tokuyama College of Technology, Japan), S. Kato and M. Ohya

Suggested inspection procedures for fracture critical members of bridges
P. Herabat (Asian Institute of Technology, Thailand) and S. McNeil

F.E.M. study on the flexural crack behaviors of concrete by the use of the crack element
K. Hibino (Ritsumeikan University, Japan), T. Kojima, N. Takagi, M. Matsuo and F. Yokoyama

Influence of viscosity agent on the fluidity of cement paste
M. Hibino (University of Tokyo, Japan), T. Sugamata and H. Okamura

Effect of foundation interaction on required seismic coefficient of single column RC piers
K. Hirao (Tokushima University, Japan), T. Sawada, Y. Nariyuki, S. Sasada and Y. Sakabe

Stability of curved girder bridges under construction
H. Hirasawa (Hokkaido University, Japan), T. Hayashikawa, K. Sato and I. Kinjo

Analysis of time-dependent deformation in concrete framed structures
K. Hirokawa (Japan Information Processing Service Co., Ltd, Japan), S. Anzai, S. Tottori and R. Sato

Behavior and strength of steel bearing wall with slits installed in building frame
T. Hitaka (University of Kyushu, Japan), C. Matsui, K. Tsuda and Y. Sadakane

Partnering perceptions and experiences: a snapshot of the UK construction sector
G. Holt (University of Wolverhampton, UK) and J. Fraser

Knowledge based expert system for management of bridges with especial reference to Papua New Guinea
K.M.A. Hossain (PNG University of Technology, Papua New Guinea)

Structural performance of stabilised Papua New Guinea soil blocks
K.M.A. Hossain (PNG University of Technology, Papua New Guinea) and L. Mol

Bond in lightweight volcanic pumice concrete
K.M.A. Hossain (PNG University ofTechnology, Papua New Guinea

Study for applicability of severed reinforcing bars to improve flexural ductility of RC column
H. Hotta (Tokyo Institute of Technology, Japan) and K. Wakimoto

Improved mesh partitioning for parallel substructure finite element computations
S.H. Hsieh (National Taiwan University, ROC), Y.S. Yang and P.L. Tsai

Effects of degree of sulfonation of a chemical admixture on the properties of cementitious materials
K.C. Hsu (National Taiwan Normal University, ROC) and S.D. Chen,

Performance of steel reinforced concrete members under bi-lateral confinement
H.L. Hsu (National Central University, ROC) and C.Y. Lin

Design and application of fluid damper for structural control
D.S. Hsu (National Cheng Kung University, ROC) and Y.F. Lee

RC beam bridge damaged modal analysis and load capacity evaluation
D. Hu (Xi'an Highway University, China) and K. Wang

Graphically based resource planning for linear projects - the Polo system
R.Y. Huang (National Central University, ROC

Effects of improved bonding strength between new and old cement mortar on load bearing capacity of concrete structure after repairing
H. Le Quang (Vietnam Institute for Building Science and Technology, Vietnam

A value-engineering approach to select slab system for RC residential buildings
R. Husein (King Abdulaziz University, Saudi Arabia) and A. Banafa

Estimation of earthquake intensity from the damage of RC piers of viaducts due to the Kobe earthquake
H. Iemura (Kyoto University, Japan), Y. Takahashi and T. Hirate

Process for application on principles of sustainability to architectural design
Y. Inobe (Kochi Univesity of Technology, Japan), K. Ishida and F. Sunamoto

Analysis of reinforced concrete slabs under punching shear
P. Irawan (Nanyang Technological University, Singapore) and C.S. Lim

A study of shrinkage of concrete containing palm oil fuel ash
T. Ishida (Universiti Teknologi Malaysia, Malaysia), M.W. Hussin and A.S.M.A. Awal

An integrated computational system of mass/energy generation, transport and mechanics of materials and structures
T. Ishida (University of Tokyo, Japan) and K. Maekawa

Visualization of product data models for highway bridges using VRML
I. Mikami (Kansai University, Japan), S. Tanaka, S. Kubota and Y. Ishii

Field test of laminated heavy timber bridge composed of SUGI laminae
M. Inoue, M. Sezaki, K. Komatsu and K. Tanaka

Nonlinear collision analysis of vehicles onto bridge guard fences
Y. Itoh (Nagoya University, Japan), C. Liu and K. Usami

Study on possibilities to apply CALS for sustainable construction
K. Iwasada (Kochi Univesity of Technology, Japan), Y. Tanaka and M. Takagi

Development of a system for evaluation of existing reinforced concrete structures
T. Iyoda (University of Tokyo, Japan), T. Uomoto and T. Yajima

Structural characteristics of composite two-I-girder bridges stiffened with diagonal cables
M. Izawa (Sumitomo Metal Industries, Ltd, Japan), Y. Ishikawa, M. Nagai and Y. Okui

Strength activity index of single size fly ash mixed with Portland cement type 1 and type III
C. Jaturapitakkul (King Mongkut's University of Technology Thonburi, Thailand), K. Kiattikomol, A. Siripanichgorn and T. Kunchong

Hydroelastic vibration of an eccentrically submerged cylindrical shell in a rigid vessel
K.H. Jeong (Korea Atomic Energy Research Institute, Korea), S. Choi, T.W. Kim and K.B. Park

Analysis of passive pile groups using load transfer curves
S. Jeong (Yonsei University, Korea) and J. Won

The effect of seismic level increase on the reactor vessel internals for the Korean standard nuclear power plant
M.J. Jhung (Korea Institute of Nuclear Safety, Korea), S.C. Kang and W.K. Shin

Modal identification of a highly nonlinear system by shaking table test
Y.H. Joe (University of Inchon, Korea), H.G. Park and S.G. Cho

Structural behaviors of composite box girder bridges according to the concrete deck casting sequences
C.M. Jung (Woosong University, Korea), H.G. Kwak, Y.J. Seo and Y.H. Park

Fatigue behavior of improved welded cover plate detail
N. Kagawa (Japan Highway Public Corporation, Japan), K. Yamada, S. Kainuma and T. Nakamura

Fatigue tests of load-carrying fillet welded cruciform joints with root gap
S. Kainuma (Nagoya University, Japan), Y. Kawamoto, D. Takamatsu and K. Yamada

Finite element analysis for wave response of large floating structures
Y. Kajita (National Defense Academy, Japan), T. Utsunomiya and E. Watanabe

Stress transfer and peeling-off behavior of continuous fiber reinforced sheet-concrete system
A. Kamiharako (Nagaoka University of Technology, Japan), T. Shimomura, K. Maruyama and H. Nishida

Comparison of the cracked section of cementitious beam being investigated by dye and NDT method
Y.C. Kan (Chaoyang University of Technology, ROC), C.S. Sue and C.C. Cheng

Effect of transition zone of mass transport properties of cement composites
Y. Kato (University of Tokyo, Japan) and T. Uomoto

A basic investigation regarding the influence of the stress-strain relation of steel material on the energy absorption of a plate subjected to in-plate cyclic loading
M. Kawakami (Chodai Corporation, Japan), H. Shirahata, K. Suzuki and N. Masuda

Nonlinear 3D finite element approach for ductility requirements for RC bridge piers subjected to strong earthquake motions
A. Khairy Hassan (Saitama University, Japan) and A. Machida

The investigation of construction fields for prevention of falsework failure
J.L. Kim (Chungbak National University, Korea), O.K. Kim, S.J. Jung, H.S. Kim and S.S. Kwak

Vibration of bridges due to moving high-speed train with 3-dimensional train model
S.I. Kim (Seoul National University, Korea), J.W. Kwark and S.P. Chang

Nonlinear response spectra for bridges with sliding type isolation system
Y.S. Kim (Kumho Construction and Engineering, Inc., Korea), H.B. Kim, J.S. Im, C.B. Yun, D.H. Kim, G.Y. Chung

Two-dimensional dynamic analysis of fatigue damage assessment of steel gerber-truss bridge due to traffic loads
C.W. Kim (Pohang College, Korea), S.H. Lee and W.H. Lee

Frequency content of moderate earthquakes
S.D. Kim (Korea University, Korea) and M.H. Kim

Modified dynamic inelastic analysis of structures using the modified Newton-Raphson method
S.D. Kim (Korea University, Korea), W.K. Hong, Y.K. Ju and M.H. Oh

Inelastic behavior of a moment-resisting steel frame by pushover test
S.D. Kim (Korea University, Korea) and S.C. Jeong

Dynamic bridge behaviors due to high speed railway vehicles: K-TGV
S.H. Kim (Yonsei University, Korea), H.S. Park and J.Y. Huh

Spiky response of a cantilever bridge model in the wake of a conical hill
K. Kimura (University of Tokyo, Japan), U.K. Roy and Y. Fujino

Process to reduce public objection against public works in Japan
T. Kimura (Kochi Univesity of Technology, Japan), H. Nakata and T. Yoshii

Analysis on recycing of materials for sustainability in landscape design
Y. Kira (Kochi Univesity of Technology, Japan), T. Miyazaki and Y. Shigeyama

Integrated system of dynamic analysis and database of input waves for aseismic diagnosis of structures
T. Kitahara (Takenaka Corporation, Japan), H. Seya and Y. Itoh

Pumpability of wet-mix shotcrete
Y. Kobayashi (Sato Kougyo Corporation, Japan) and T. Uomoto

A research to evaluate the durability of existing bridge's bolted joint
G. Kobayashi (Katayama Stratech Corporation, Japan), Y. Ishihara, M. Kamei, M. Kano and T. Tanihara

Development of new seismic retrofitting methods on existing reinforced concrete columns
M. Kobayashi (East Japan Railway Company, Japan), T. Ishibashi, T. Tsuyoshi, K. Kobayashi and S. Tatsuki

Experimental study on structural behavior of laminated heavy timber bridge
K. Komatsu (Kyoto University, Japan), M. Inoue and T. Mayumi

An application of partnering to infrastructure BOT projects
W.H. Ku (National Taiwan University, ROC), S.L. Tsai and M.T. Wang

Random critical seismic response analysis of the nonlinear interaction system using the weighted equivalent linearization techniques
Z. Kuang (Tongji University, China) and Q. Zhao

Study on influence of crash barrier to aeroelastic responses of bridge deck section
Y. Kubo (Kyushu Institute of Technology, Japan), T. Koga, E. Yamaguchi and K. Kato

Experimental study on flexural bonding property of AFRP sheet glued on RC beams
Y. Kurihashi (Muroran Institute of Technology, Japan), N. Kishi, H. Mikami, M. Sato and K.G. Matsuoka

Cracking of concrete deck at Interior supports of continuous composite girder bridge
H.G. Kwak (Korea Advanced Institute of Science and Technology, Korea), Y.J. Seo, C.M. Jung and Y.H. Park

A study on the structural behavior of cold-formed steel composite beams
Y.B. Kwon (Yeungnam University, Korea) and J.Y. Song

Numerically stable simultaneous inverse iteration method with shift
H.J. Jung (Korea Advanced Institute of Science and Technology, Korea), J.W. Oh and I.W. Lee

Effect of steam-curing cycle and proporting mix on the strength of precast concrete blocks for Pinglin tunnel engineering
M.G. Lee (Chaoyang University of Technology, ROC) and J.C. Chern

The effect of intermediate stiffeners on the behavior of single equal leg angle struts
S.Y. Kim (Chonnam National University, Korea), Y.J. Na and S.G. Lee

Determination of partial fixities of H-beam by natural frequency measurements
S.G. Lee (Chonnam National University, Korea), J.H. Kim, S.Y. Kim and K.S. Oh

Behaviour of beam-to-concrete steel tube column shear connections
E.T. Lee (Kyungdon University, Korea), C.H. Kim and D.J. Kim

Analytical study on the behavior of concrete column strengthened with carbon fiber sheets
S.H. Lee (Yonsei University, Korea), S. Kim and W.S. Heo

Multi-crack failure analysis of steel members by element-free Galerkin method
S.H. Lee (Yonsei University, Korea), H.J. Kim and Y.C. Yoon

Strength contour diagram for reinforced concrete subjected to torsion
L.J. Leu (National Taiwan University, ROC) and Y.S. Lee

Calculating method for capacity of cross-section of reinforced concrete members subject to combined biaxial bending and tension
Y.B. Li (Tianjin University, China) and Y.X. Chen

A nondestructive evaluation module of bridge management system
Y.F. Li (National Taipei University of Technology, ROC), S.H. Hsieh and Y.S. Lin

Construction of Yangtze River highway bridge at Wanxian
W. Li (Sichuan Highway and Bridge Construction Group, China), W. Fan, Y. Sun and J. Liu

Deformation capacity and axial load ratio of steel reinforced concrete columns
L. Li (Kyushu University, Japan), K. Tsuda and C. Matsui

Optimal topology selection of continuum structures with stress and displacement constraints
Q.Q. Liang (Victoria University of Technology, Australia), Y.M. Xie and G.P. Steven

A study on "the most advantageous bid" - a new approach of the Taiwan Government procurement method
T.S. Liao (Public Construction Commission, ROC), M.T. Wang and H.P. Tserng

Three-dimensional analysis for liquid storage tanks using coupled FE-BE method
Y.M. Lim (Yonsei University, Korea), M.K. Kim, S.Y. Cho, K.H. Cho and J.P. Koh

An economic analysis of the "or equal" clause for substitution specifications
K.Y. Lin (National Taiwan University, ROC) and M.T. Wang

The development of WWW-based expert system for construction project scheduling
W.Y. Lin (National Taiwan University, ROC) and H.Ping Tserng

Optimal project cost planning and controlling using risk-mitigation approach (RMA)
P.H. Lin (National Taiwan University, ROC) and H.P. Tserng

Using utility analysis to determine a best selection method for choosing engineering consultants
I.Y. Lin (National Taiwan University, ROC) and M.T. Wang

Waste concrete as coarse aggregate for high performance concrete
Y.W. Liu (National Chai-Yi Institute of Technology, ROC), Y.C. Chung, S.T. Chung, C.F. Ko and R.L. Jenq

Regional transportation infrastructure construction and economic growth: a case study on Guangdong province of China
C. Liu (Nagoya University, Japan) and Y. Itoh

Damage of steel fibre reinforced concrete structures subjected to explosive loading
T.S. Lok (Nanyang Technological University, Singapore), J.R. Xiao and S. Lan

Closed-form solution for the free vibration of a truss-core sandwich panel
T.S. Lok (Nanyang Technological University, Singapore) and Q.H. Cheng

The softened truss model with plastic approach
J.K. Lu (National Pingtung University of Science and Technology, ROC

Shaking table test of some modal control schemes for building structures
L.Y. Lu (National Kaohsiung First University of Science and Technology, ROC), L.L. Chung and S.K. Huang

Response analysis of reinforced concrete pier with pile footing considering nonlinear soil
T. Maki (Saitama University, Japan), K. Takano and H. Mutsuyoshi

Simulation: a medium for A/E/C integration in construction
M.R. Manavazhi (Asian Institute of Technology, Thailand)

Free torsional vibration analysis of continuous beams with thin-walled cross section
Y. Matsui (Hokkaido University, Japan), T. Hayashikawa and K. Sato

Aerodynamic characteristics of two edge girders
M. Matsumoto (Kyoto University, Japan), Y. Daito, H. Shirato and T. Yagi

Information protocol for design process of steel highway bridges
I. Mikami (Kansai University, Japan), S. Tanaka and R. Imai

Database of highway bridges' product data models using STEP
I. Mikami (Kansai University, Japan), S. Tanaka, S. Kubota and Y. Ishii

Internet-based collaboration system for making standardized design data under awareness of environment
I. Mikami (Kansai University, Japan), S. Tanaka and S. Murata

A study on damage design spectra of seismic coefficient for level 2 earthquakes
T. Mikami (University of Tokushima, Japan), K. Hirao, T. Sawada and Y. Nariyuki

Influence of money crisis upon construction industries in Asia
Y. Miki (Kochi Univesity of Technology, Japan), M. Yamaoka and M. Ouchi

Use of existing old school out of use for local community center of aged people by renovation
K. Mimoto (Kochi Univesity of Technology, Japan), S. Hayashi and S. Yoshida

Experimental system design and verification for seismic-response control using an active mass damper
K.W. Min (University of Inchon, Korea) and S.K. Lee

A diagnosis expert system attached with knowledge refinement function
M. Minagawa (Musashi Institute of Technology, Japan), S. Satoh and T. Kamitani

An interpretation of aeroelastic phenomenon for bridge decks in wind flows
N.N. Minh (CRIEPI, Japan), H. Yamada and T. Miyata

Optimization of maintenance planning for existing bridges by using bridge management system
A. Miyamoto (Yamaguchi University, Japan), K. Kawamura and H. Nakamura

Experimental study on the corrosion mechanism of steel reinforcement near mortar joint
S. Miyazato (Tokyo Institute of Technology, Japan), N. Otsuki and H. Kimura

Self-compacting concrete containing mineral admixtures
D. Montgomery (University of Wollongong, Australia), V.K. Bui, K. Mourad and M. Wilton

Experimental study on post-tensioned 3-continuous span slabs
J.H. Moon (Hannam University, Korea), J.H. Lim and L.H. Lee

Three dimensional analysis for size effect on concrete torsion strength based on nonlinear fracture mechanics
A.S.E. Morgan (P.S. Corporation, Japan), J. Niwa, Y. Nishigaki and T. Tanabe

A study on fatigue crack initiation points in load-carrying type of cruciform fillet welded joints
T. Mori (Hosei University, Japan) and S. Kainuma

New method of underpass structure of railway used by steel elements
T. Moriyama (East Japan Railway Company, Japan), M. Kido, Y. Moriyama and S. Tomita

Collapse of imperfect reticulated shells designed by second-order elastic analysis
I. Mutoh (Gifu National College of Technology, Japan) and S. Kato

Compressive properties of concrete around the critical section of R/C columns under combined compression, bending and shear
N. Nakanishi (Nikken Sekkei, Japan) and K. Takiguchi

Analysis of vierendeel truss by the total adjusting unbalanced moment coefficients and the leading matrices
M.H. Nam (Gyeongsang National University, Korea), D.H. Ha and M.O. Kang

Analysis of continuous beam influence line by n-th power transfer matrix method
M.H. Nam (Gyeongsang National University, Korea), S.T. Jung, J.Y. Park and K.H. Lee

Analysis of multistory-multispan rahmen by using the total adjusting unbalanced moment coefficients and the leading matrices
M.H. Nam (Gyeongsang National University, Korea), S.T. Jung, N.Y. Park and Y.Y. Lee

Fatigue evaluation of steel bridges by measurement data and finite element analysis
P. Nanakorn (Sirindhorn International Institute of Technology, Thailand), T. Chaisomphob and P. Warnitchai

Experimental study for the feasibility of using precast panels as form works for RC columns
S. Nasir (Nagoya Institute of Technology, Japan), S. Gupta, H. Umehara and I. Hirasawa

The performance of recycled crushed concrete under repeated loading
A. Nataatmadja (Griffith University, Australia) and M. Deacon

Behaviour of reinforced concrete corbels - an experimental study
M.C. Nataraja (Sri Jayachamarajendra College of Engineering, India) and K. Julious David

Code for design of "buildings and construction in seismically active regions" in Vietnam
D.B. Nguyen (Ministry of Construction, Vietnam) and T.D. Nguyen

Aerodynamic instability of high and flexible structures
D.B. Nguyen (Ministry of Construction, Vietnam) and V.T. Nguyen

Effects of plate length of the strength of reinforced concrete beams bonded with CFRP plates
D.M. Nguyen (Nanyang Technological University, Singapore), T.K. Chan and H.K. Cheong

Interaction behaviour between plate-adhesive-concrete and premature failures of FRP strengthened beams
D.M. Nguyen (Nanyang Technological University, Singapore), T.K. Chan and H.K. Cheong

A study on arch mechanism to estimate ultimate shear strength of R/C columns
K. Nishimura (Tokyo Institute of Technology, Japan) and K. Takiguchi

Shear resistance of prestressed concrete beams using high performance lightweight aggregates
J. Niwa (Tokyo Institute of Technology, Japan), Y. Hamada, S. Tamura, T. Okamoto and T. Shibata

Selection of appropriate discrete element model parameter for realistic simulation of self-compacting concrete
M.A. Noor (University of Tokyo, Japan) and T. Uomoto

Numerical simulation of rheological tests of self-compacting concrete by discrete element method
M.A. Noor (University of Tokyo, Japan) and T. Uomoto

Response spectra from real earthquakes and its application
M.A.Noor (University of Tokyo, Japan), M.A. Ansary and S.M. Seraj

Study on dynamic response characteristics and identification of walking force on pedestrian bridges
T. Obata (Hokkaido University, Japan), T. Hayashikawa and K. Sato

Rotational behaviour and failure investigation of composite joints in large scale tests
C. Odenbreit (Kaiserslautern University, Germany) and H. Bode

A direction for construction industry development in the ASEAN in the 21st Century
S.O. Ogunlana (Asian Institute of Technology, Thailand)

Effect on various types of restraint on drying shrinkage cracking
T. Ohno (Kajima Technical Research Institute, Japan) and T. Uomoto

Fluidizing effect of Polycarboxylate-based superplasticizers for several binding materials
A. Ohta (NBM Co., Ltd, Japan) and T. Uomoto

Creation of optimal forms of cable-stayed bridges based upon aesthetic measure
A. Ohta (Kyoto University, Japan), E. Watanabe, H. Furuta and Y. Goto

Parametric analysis for creep and shrinkage behavior of steel-concrete double composite continuous box girder bridges with external and internal prestressed cables
O. Ohyama (Osaka Institute of Technology, Japan), A. Kurita and K. Tomita

Measurement of vehicle weight using truss bridges
T. Ojio (Nagoya University, Japan), K. Yamada and H. Shinkai

Study on a seismic design method of steel bridge piers
S. Okashiro (NEW JEC Inc., Japan), M. Kishiro, H. Kobayashi, S. Uchida and E. Watanabe

Shear strength of trapezoid web plate girder
M.H. Osman (Universiti Teknologi Malaysia, Malaysia), I.S. Ibrahim and M.Md Tahir

Effects of chemical composition and diameter of binders of the ITZ in concrete
N. Otsuki (Tokyo Institute of Technology, Japan), N.B. Diola and T. Saito

Electro-chemical technique for the repair of reinforced concrete
N. Otsuki (Tokyo Institute of Technology, Japan), J.S. Ryu and M. Hisada

Bond behavior of steel-epoxy open sandwich beams in bending
W.O. Oyawa (Kyoto University, Japan), K. Sugiura, K. Ono, E. Watanabe, J.M. Maza and N. Wakahara

Automatic data collection technology in site-level materials management system
N.H. Pan (Chaoyang University of Technology, ROC), W.T. Chen and T.M. Cheng

Design spectra based on constant-damage concept
P. Panyakapo (Asian Institute of Technology, Thailand) and P. Warnitchai

Elasto-plastic analysis on connections of precast large panel structures
K. Park (University of Miryang, Korea), S. Yoon, Y. Kim and T. Kwun

An experimental study on bending behavior of precast slab-wall connections in high-rise residential building
K. Park (University of Miryang, Korea), S. Yoon and Y. Kim

Multi-component based numerical simulation model of cement hydration
Q.H.D. Phan (University of Tokyo, Japan) and T. Uomoto

In-plane buckling and design of steel arches
Y.L. Pi (Sydney University, Australia) and N.S. Trahair

In-plane buckling of shallow arches
Y.L. Pi (Sydney University, Australia) and S.G. Liang

Business process re-engineering in the Hong Kong construction industry
F. Phua (The University of Hong Kong, China) and S.W. Poon

Dynamic cross-interaction between foundations on layered ground by FE-BE coupling
J.W. Rhee (Korea Infrastructure Safety and Technology Corporation, Korea), W.Y. Cho, K. Lee and M.K. Kim

Quality systems vs dispute and defects in construction
S.K. Saha (University of Western Sydney, Australia) and R. Simonetto

Proposed model for transferred shear force and relative displacement relationship of shear connector in steel-concrete sandwich beam
T. Saidi (Hokkaido University, Japan), H. Furuuchi and T. Ueda

Experimental study on mechanical behavior of connecting part between steel girder and PC slab in composite two-I-girder bridges
H. Saito (Kawasaki Heavy Industries, Ltd, Japan), K. Ohgaki, J. Yabe and M. Nagai

Study on causes of loosening of hanger cables in a Nielsen-Lohse bridge due to the Hyogoken Nambu earthquake
H. Sakoda (Kawasaki Heavy Industries, Ltd, Japan), H. Zui, T. Kagayama, T. Kitada and H. Nakai

Snap loads in submerged floating tunnels
M. Sato (Hokkaido University, Japan) and T. Mikami

The influence of material properties on the deformation capacity of steel members
K. Satsukawa (Tokyo Institute of Technology, Japan), T. Suzuki and K. Ikarashi

Strength and durability of mortars containing Metakaolin from Thailand
S. Sayamipuk (Asian Institute of Technology, Thailand) and P. Nimityongskul

Axially-loaded glass-fiber reinforced plastic composite columns
S. Seangatith (Suranaree University of Technology, Thailand) and W. Sriboonlue

Minimizing the impacts of infrastructure expansions and renovations
M. Shami (Nanyang Technological University, Singapore)

New concepts for durability design of structural concrete
Y.N. Sheen (National Kaohsiung Institute of Technology, ROC) and C.L. Hwang

Analysis of the minimum steel consumption in beams subjected to shear and flexure using the truss model
I.A.E.M. Shehata (Federal University of Rio de Janeiro, Brazil), S.L.G. Garcia and L.C.D. Shehata

Comparisons between non-destructive test methods for concrete strength
I.A.E.M. Shehata (Federal University of Rio de Janeiro, Brazil), A.C.J. Evangelista and L.C.D. Shehata

Code design equations for shear capacity of HSC beams
L.C.D. Shehata (Universidade Federal do Rio de Janeiro, Brazil), R.S.V. Cardoso and E.C.S. Thomaz

Response spectra of base-isolated structures
W. Shi (Tongji University, China) and Z. Li

An approximate method for estimating impact force on beams considering local deformation
T. Shibata (Hokkaido University, Japan), T. Mikami and A. Sutoh

Shear connection in steel-concrete composite bridge with full-depth precast deck
C.S. Shim (Seoul National University, Korea), J.H. Kim, S.W. Jang and S.P. Chang

Study on identifying feelings of local city in landscape design
S. Shinkai (Kochi Univesity of Technology, Japan), N. Tsutsui and Y. Shigeyama

Experimental study on deformation ability of steel tube-reinforced concrete composite beams
M. Shiomi (Nippon Zenith Pipe Corporation, Japan), K. Maegawa and H. Yoshida

Ultrasonic nondestructive testing of thick steel plate containing a hot crack by double probe technique
H. Shirahata (Musashi Institute of Technology, Japan) and C. Miki

Innovative methods for quick fabrication and erection in industrialized building
A. Singh (University of Hawaii at Manoa, USA), A. Yousefpour and R. Barnes

Construction arbitration and alternative dispute resolution in Saudi Arabia
A. Sirajuddin (King Abdulaziz University, Saudi Arabia) and N. Abbas

Uses of municipal solid waste ash as construction materials
K. Sisomphon (SIIT, Thammasat University, Thailand), S. Hongvinitkul, P. Nimityongskul, S. Tangtermsirikul and P. Rachdawong

Modeling techniques for nonlinear failure analysis of reinforced concrete T-girder bridge
H.W. Song (Yonsei University, Korea), D.W. You, K. Maekawa and K.J. Byun

Hybrid stress method for seismic nonlinear response analyses of RC frames
K. Sonoda (Osaka City University, Japan), N. Shimada and H. Tsunokake

Back analysis system for deformation of retaining wall based on fuzzy set theory and simple fitting method
T. Sugiyama (Yamanashi University, Japan)

A study on variable stiffness device having elastic non-linear characteristics
H. Suitsu (Nikken Sekkei, Japan)

Effect of stress-path on the failure of concrete under tri-axial stress state
X. Sun (Nanyang Technological University, Singapore), T.H. Tan and P. Irawan

Limit deformation capacity of confined RC columns
Y. Sun (Kyushu University, Japan), K. Sakino and F. Tian

Limit deformation capacity of confined RC columns: Part 1 - theoretical consideration and experimental program
Y. Sun (Kyushu University, Japan), K. Sakino and F. Tian

Investigations on lifecycle environmental impact and cost of bridges
L. Sunuwar (Nagoya University, Japan), Y. Itoh and H. Nagata

Effects of axial deformation and axial force on vibration characteristics of tall buildings
S. Swaddiwudhipong (National University of Singapore, Singapore), S.L. Lee and S.S. Sidji

Model for predicting strength development of concretes incorporating fly ash of variable chemical composition and fineness
M.A. Tahir (Asian Institute of Technology, Thailand) and P. Nimityongskul

Analysis and design of unbraced steel frames with bending about both column axes
M. Md.Tahir (University Technology Malaysia, Malaysia) and M.H. Osman

Response control structure with oil damper bracing system
O. Takahashi (Kozo Keikaku Engineering, Inc., Japan), T. Okabe, T. Okuzono and M. Ninomiya

Effects of vertical ground motion to seismically isolated friction bearing with hybrid loading tests
Y. Takahashi (Kyoto University, Japan), H. Iemura, K. Ogawa, K. Nakajima and T. Tamaki

Complete collapse test of reinforced concrete columns
K. Takiguchi (Tokyo Institute of Technology, Japan), Abdullah, N. Ogura and K. Yanagi

Behavior of reinforced concrete beams partially strengthened with external tendons
K.H. Tan (National University of Singapore) and M.A. Al Farooq

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