| Surname | Other names |
Paper title |
Session No | Session name | Date |
Time |
Room |
| Abdullah | Experimental study on ferrocement as an alternative material for strengthening reinforced concrete columns | 29-1-5 | RC column 2 | Sun. 29 | 0930-0945 | B101 | |
| Abe | Masato | Application of low yield point steel devices for seismic protection of bridges | 28-3-4 | Active/Isolate | Sat. 28 | 1445-1500 | A113 |
| Adhikary | Bimal Babu | Numerical study of reinforced concrete beams with externally web bonded horizontal steel plates | 28-4-6 | RC beam | Sat. 28 | 1545-1600 | B106 |
| Aggarwal | A.K. | Strength characteristics of beams with ferrocement flanges and steel plate web | 27-1-5 | Composite 1 | Fri. 27 | 1520-1535 | B101 |
| Ahmed | Ali | Nonlinear bending analysis of top- and seat-angle with double web-angle connections | 29-1-2 | Structural eng 3 | Sun. 29 | 0930-0945 | A104 |
| Akasaki | Hiroyuki | Study on necessity and difficulty of construction of hub-airport in Japan | 29-1-1 | Project handling & management | Sun. 29 | 1015-1030 | A101 |
| Ando | Tomohiro | Experimental study on impact resistance of bending failure type of RC beams | 28-4-6 | RC beam | Sat. 28 | 1630-1645 | B106 |
| Aoki | Yusuke | Stress analysis and cracking criteria of concrete under restraint drying shrinkage | 28-4-7 | Mechanics | Sat. 28 | 1530-1545 | B107 |
| Araki | Akitoshi | Evaluation of concentration of accelerating agent in shotcrete by means of electron probe micro analyzer technique | 28-1-7 | ACMC/Shot | Sat. 28 | 0945-1000 | B107 |
| Aravinthan | Thirugnanasuntharan | Behavior of continuous beams with external prestressing having large eccentricities | 28-1-3 | Bridge eng 1 | Sat. 28 | 0915-0930 | A106 |
| Baba | Keizo | Study on the origin of recent economic crisis and sustainable construction as its solution | 27-1-8 | Construction in Asia | Fri. 27 | 1650-1705 | K102 |
| Balendra | T. | Peak bedrock accelerations and soil amplification factors for buildings in Singapore | 28-2-4 | Interaction | Sat. 28 | 1130-1145 | A113 |
| Banafa | Ahmed M. | Performance of formwork for residential building construction in Saudi Arabia | 28-4-8 | Construction in general | Sat. 28 | 1545-1600 | K102 |
| Barry | William | An element-free Galerkin formulation for three dimensional large strain plasticity | 28-3-2 | Struct analysis 1 | Sat. 28 | 1345-1400 | A104 |
| Basu | Animesh | Finite element analysis of a connecting rod of PSC engine | 28-4-2 | Struct analysis 2 | Sat. 28 | 1645-1700 | A104 |
| Boonyaperm | Thippawan | The strategy of Thai construction industry for the global competitiveness | 27-1-8 | Construction in Asia | Fri. 27 | 1635-1650 | K102 |
| Boonyapinyo | Virote | Simple ATMD control for high-rise buildings under wind loads | 28-4-1 | Control/Fluid | Sat. 28 | 1530-1545 | A101 |
| Cao | Qiuliaing | Fatigue crack growth prediction under various loading spectra | 28-1-2 | Fatigue 1 | Sat. 28 | 0915-0930 | A104 |
| Chaisomphob | Taweep | Some comments on current design practice of multi-girder steel bridges under vehicle loads in Thailand | 28-3-3 | Bridge eng 2 | Sat. 28 | 1330-1345 | A106 |
| Chan | Yin-Wen | The development and long-term deformation of self-compacting concrete | 28-1-6 | Strength | Sat. 28 | 1000-1015 | B106 |
| Chang | Kuo-Chun | On site monitoring study of a cable supported structure with viscoelastic dampers | 28-3-1 | Struct dynamics | Sat. 28 | 1500-1515 | A101 |
| Charoenngam | Chotchai | Evaluation of computerized project planning and control system: a study of large contractors in Thailand | 28-2-8 | Application of IT 1 | Sat. 28 | 1215-1230 | K102 |
| Chen | Chern-Hwa | Coupled buffeting response of long span bridge | 28-1-1 | Wind eng | Sat. 28 | 1000-1015 | A101 |
| Chen | Wei Tong | Investigating value engineering application in Taiwan's construction industry | 28-1-8 | Modern theory in construction | Sat. 28 | 0930-0945 | K102 |
| Chen | Ming-Cheng | Waterproof on roof be used by Acrylic resin | 28-2-6 | Retrofit | Sat. 28 | 1215-1230 | B106 |
| Chen | Youliang | The characteristics of rheological fracture of rock | 28-4-7 | Mechanics | Sat. 28 | 1630-1645 | B107 |
| Chern | Ching-Churn | Ultimate lateral capacity for stability of multi-story steel frame by Pseudo-elastic approach | 28-4-2 | Struct analysis 2 | Sat. 28 | 1615-1630 | A104 |
| Chikh | Nasr-Eddine | Study of the structural twistless behaviour in slab-beam panels | 27-1-2 | Structural eng 2 | Fri. 27 | 1605-1620 | A104 |
| Chiou | Yaw-Jeng | A numerical model for mixed mode fracture propagation | 28-1-2 | Fatigue 1 | Sat. 28 | 0930-0945 | A104 |
| Chiou | Jen-Diann | Engineering information integration using XML | 28-3-8 | Application of IT 2 | Sat. 28 | 1430-1445 | K102 |
| Chiu | Pi Chu | A study of decision model of deductible for the contractors' all risk insurance | 29-1-1 | Project handling & management | Sun. 29 | 0945-1000 | A101 |
| Chouw | Nawawi | Behaviour of secondary structures under strong vertical ground motions | 29-1-4 | Dynamic | Sun. 29 | 1000-1015 | A113 |
| Chowdhury | Sanaul H. | Damping prediction formulae for reinforced and partially prestressed concrete beams | 28-4-6 | RC beam | Sat. 28 | 1600-1615 | B106 |
| Chung | Jinan | High-strength concrete filled square tube columns subjected to axial loading | 27-1-5 | Composite 1 | Fri. 27 | 1620-1635 | B101 |
| Daito | Yoshiyuki | Aerodynamic characteristics of two edge girders | 28-1-1 | Wind eng | Sat. 28 | 0930-0945 | A101 |
| Dhakal | Rajesh Prasad | Nonlinear analysis of laterally loaded reinforced concrete piles | 28-2-4 | Interaction | Sat. 28 | 1100-1115 | A113 |
| Dinevski | Dejan | Simulation of the container crane behaviour in emergency condition | 28-3-1 | Struct dynamics | Sat. 28 | 1445-1500 | A101 |
| Diola | Nathaniel B. | Effects of chemical composition and diameter of binders of the ITZ in concrete | 29-1-7 | Durability | Sun. 29 | 1000-1015 | B107 |
| Doh | Jeung-Hwan | Spandrel beam effects on punching shear strength of reinforced concrete flat plates by finite element method - a parametric study | 28-2-5 | RC slab | Sat. 28 | 1100-1115 | B101 |
| El-Abd | Ashraf | Energy-based performance evaluation of passive control systems for earthquake excitations | 28-4-4 | Passive | Sat. 28 | 1545-1600 | A113 |
| El-Bakry | Hazem | Nonlinear structural analysis of open piled wharves and their seismic design criteria | 28-3-5 | Comp/Cnct | Sat. 28 | 1500-1515 | B101 |
| Fahimuddin | Fauzri | Flaw assessment of butt-welded joints | 28-2-2 | Fatigue 2 | Sat. 28 | 1200-1215 | A104 |
| Fang | I-Kuang | Shear behavior of two span continuous high strength concrete deep beams | 29-1-6 | Shear | Sun. 29 | 0930-0945 | B106 |
| Faniran | Olusegun | Efficient allocation of construction planning resources using optimized probabilistic discrete-choice models | 28-2-8 | Application of IT 1 | Sat. 28 | 1145-1200 | K102 |
| Furuya | Yoshinobu | An evaluation of predicted input ground motion using 3-D nonlinear dynamic analysis of overhead railway | 27-1-4 | Motion/Spectra | Fri. 27 | 1550-1605 | A113 |
| Gao | Zhilong | On formulation of biaxial non-linear restoring force characteristics of structure using the theory of plasticity | 28-3-2 | Struct analysis 1 | Sat. 28 | 1415-1430 | A104 |
| Gomes | Ronaldo | Punching tests of reinforced concrete flat slab with shear reinforcement | 28-2-5 | RC slab | Sat. 28 | 1115-1130 | B101 |
| Gomes | Ronaldo | Reinforced concrete deep beams strengthened in shear | 29-1-6 | Shear | Sun. 29 | 1015-1030 | B106 |
| Gong | Yanglin | Design optimization of long-span king-post truss system | 28-4-3 | Bridge eng 3 | Sat. 28 | 1530-1545 | A106 |
| Gossla | Ulrich | Reliance based design methods for partially reinforced SFRC structural members | 28-2-5 | RC slab | Sat. 28 | 1145-1200 | B101 |
| Guo | Sy-Jye | Productivity analysis and comparison of two tunnel constructions in the Taipei-Ilan expressway project | 28-4-8 | Construction in general | Sat. 28 | 1630-1645 | K102 |
| Hao | Hong | Numerical investigation of in-plane failure of masonry | 27-1-1 | Structural eng 1 | Fri. 27 | 1605-1620 | A101 |
| Hao | Hong | An investigation of the coupled torsional-pounding responses of adjacent asymmetric structures | 29-1-4 | Dynamic | Sun. 29 | 0945-1000 | A113 |
| Hara | Takashi | Ultimate strength of ring stiffened cooling tower shell | 27-1-1 | Structural eng 1 | Fri. 27 | 1535-1550 | A101 |
| Herabat | Pannapa | Suggested inspection procedures for fracture critical members of bridges | 29-1-3 | Bridge eng 4 | Sun. 29 | 0930-0945 | A106 |
| Hibino | Kenta | F.E.M. study on the flexural crack behaviors of concrete by the use of the crack element | 28-1-4 | Fracture/Torsion | Sat. 28 | 0900-0915 | A113 |
| Hibino | Makoto | Influence of viscosity agent on the fluidity of cement paste | 28-2-7 | Fresh concrete | Sat. 28 | 0945-1000 | B107 |
| Hirao | Kiyoshi | Effect of foundation interaction on required seismic coefficient of single column RC piers | 28-2-4 | Interaction | Sat. 28 | 1200-1215 | A113 |
| Hirasawa | Hideyuki | Stability of curved girder bridges under construction | 28-1-3 | Bridge eng 1 | Sat. 28 | 0900-0915 | A106 |
| Hirokawa | Kazuo | Analysis of time-dependent deformation in concrete framed structures | 29-1-2 | Structural eng 3 | Sun. 29 | 1015-1030 | A104 |
| Hitaka | Toko | Behavior and strength of steel bearing wall with slits installed in building frame | 28-4-4 | Passive | Sat. 28 | 1600-1615 | A113 |
| Holt | Gary D. | Partnering perceptions and experiences: a snapshot of the UK construction sector | 29-1-8 | Contract & organization | Sun. 29 | 0915-0930 | K102 |
| Hossain | K.M. Anwar | Structural performance of stabilised Papua New Guinea soil blocks | 28-4-7 | Mechanics | Sat. 28 | 1645-1700 | B107 |
| Hossain | K.M. Anwar | Bond in lightweight volcanic pumice concrete | 28-4-7 | Mechanics | Sat. 28 | 1700-1715 | B107 |
| Hossain | K.M. Anwar | Knowledge based expert system for management of bridges with especial reference to Papua New Guinea | 29-1-3 | Bridge eng 4 | Sun. 29 | 0915-0930 | A106 |
| Hotta | Hisato | Study for applicability of severed reinforcing bars to improve flexural ductility of RC column | 28-4-5 | RC column 1 | Sat. 28 | 1600-1615 | B101 |
| Hsu | Hsieh-Lung | Performance of steel reinforced concrete members under bi-lateral confinement | 28-1-5 | SRC | Sat. 28 | 1000-1015 | B101 |
| Hsu | Kung-Chung | Effects of degree of sulfonation of a chemical admixture on the properties of cementitious materials | 28-3-7 | Admix & recycle | Sat. 28 | 1500-1515 | B107 |
| Hsu | Deh-shiu | Design and application of fluid damper for structural control | 28-4-1 | Control/Fluid | Sat. 28 | 1545-1600 | A101 |
| Hu | Dalin | RC beam bridge damaged modal analysis and load capacity evaluation | 28-2-1 | Bridge dynamics | Sat. 28 | 1215-1230 | A101 |
| Huang | Rong-yau | Graphically based resource planning for linear projects - the Polo system | 28-2-8 | Application of IT 1 | Sat. 28 | 1130-1145 | K102 |
| Hung | Le Quang | Effects of improved bonding strength between new and old cement mortar on load bearing capacity of concrete structure after repairing | 28-2-6 | Retrofit | Sat. 28 | 1130-1145 | B106 |
| Husein | Rashad M. | A value-engineering approach to select slab system for RC residential buildings | 28-1-8 | Modern theory in construction | Sat. 28 | 1000-1015 | K102 |
| Iemura | Hirokazu | Estimation of earthquake intensity from the damage of RC piers of viaducts due to the Kobe earthquake | 27-1-4 | Motion/Spectra | Fri. 27 | 1535-1550 | A113 |
| Imai | Ryuichi | Information protocol for design process of steel highway bridges | 28-4-3 | Bridge eng 3 | Sat. 28 | 1645-1700 | A106 |
| Inobe | Yusaku | Process for application on principles of sustainability to architectural design | 28-1-8 | Modern theory in construction | Sat. 28 | 0915-0930 | K102 |
| Inoue | Masafumi | Experimental study on structural behavior of laminated heavy timber bridge | 28-1-3 | Bridge eng 1 | Sat. 28 | 0945-1000 | A106 |
| Irawan | Paulus | Analysis of reinforced concrete slabs under punching shear | 28-2-5 | RC slab | Sat. 28 | 1130-1145 | B101 |
| Ishida | Toshiro | A study of shrinkage of concrete containing palm oil fuel ash | 28-3-7 | Admix & recycle | Sat. 28 | 1445-1500 | B107 |
| Ishida | Tetsuya | An integrated computational system of mass/energy generation, transport and mechanics of materials and structures | 29-1-7 | Durability | Sun. 29 | 0915-0930 | B107 |
| Ishii | Yumiko | Visualization of product data models for highway bridges using VRML | 28-4-3 | Bridge eng 3 | Sat. 28 | 1700-1715 | A106 |
| Itoh | Yoshito | Nonlinear collision analysis of vehicles onto bridge guard fences | 28-3-3 | Bridge eng 2 | Sat. 28 | 1415-1430 | A106 |
| Iwasada | Kosuke | Study on possibilities to apply CALS for sustainable construction | 28-3-8 | Application of IT 2 | Sat. 28 | 1345-1400 | K102 |
| Iyoda | Takeshi | Development of a system for evaluation of existing reinforced concrete structures | 28-2-6 | Retrofit | Sat. 28 | 1100-1115 | B106 |
| Izawa | Mamoru | Structural characteristics of composite two-I-girder bridges stiffened with diagonal cables | 28-2-3 | Composite 2 | Sat. 28 | 1100-1115 | A106 |
| Jaturapitakkul | Chai | Strength activity index of single size fly ash mixed with Portland cement type 1 and type III | 28-1-6 | Strength | Sat. 28 | 0915-0930 | B106 |
| Jeong | Sangseom | Analysis of passive pile groups using load transfer curves | 27-1-3 | Soil/Pile | Fri. 27 | 1620-1635 | A106 |
| Jeong | Kyeong-Hoon | Hydroelastic vibration of an eccentrically submerged cylindrical shell in a rigid vessel | 28-4-1 | Control/Fluid | Sat. 28 | 1600-1615 | A101 |
| Jhung | Myung Jo | The effect of seismic level increase on the reactor vessel internals for the Korean standard nuclear power plant | 29-1-4 | Dynamic | Sun. 29 | 1015-1030 | A113 |
| Jung | Chan-Mook | Structural behaviors of composite box girder bridges according to the concrete deck casting sequences | 28-2-3 | Composite 2 | Sat. 28 | 1115-1130 | A106 |
| Kagawa | Naoki | Fatigue behavior of improved welded cover plate detail | 28-1-2 | Fatigue 1 | Sat. 28 | 0900-0915 | A104 |
| Kainuma | Shigenobu | Fatigue tests of load-carrying fillet welded cruciform joints with root gap | 28-2-2 | Fatigue 2 | Sat. 28 | 1115-1130 | A104 |
| Kajita | Yukihide | Finite element analysis for wave response of large floating structures | 28-4-1 | Control/Fluid | Sat. 28 | 1700-1715 | A101 |
| Kamiharako | Akihisa | Stress transfer and peeling-off behavior of continuous fiber reinforced sheet-concrete system | 28-3-6 | CFRM | Sat. 28 | 1400-1415 | B106 |
| Kan | Yu-Cheng | Comparison of the cracked section of cementitious beam being investigated by dye and NDT method | 28-2-6 | Retrofit | Sat. 28 | 1115-1130 | B106 |
| Kato | Yoshitaka | Effect of transition zone of mass transport properties of cement composites | 29-1-7 | Durability | Sun. 29 | 0945-1000 | B107 |
| Kawakami | Mamoru | 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 | 29-1-2 | Structural eng 3 | Sun. 29 | 0915-0930 | A104 |
| Khairy Hassan | Abdelkareem | Nonlinear 3D finite element approach for ductility requirements for RC bridge piers subjected to strong earthquake motions | 29-1-5 | RC column 2 | Sun. 29 | 1000-1015 | B101 |
| Kido | Ewa Maria Kido | Aesthetics - important aspect of sustainable development in bridge engineering | 28-4-3 | Bridge eng 3 | Sat. 28 | 1615-1630 | A106 |
| Kim | Moon Kyum | Dynamic cross-interaction between foundations on layered ground by FE-BE coupling | 27-1-3 | Soil/Pile | Fri. 27 | 1550-1605 | A106 |
| Kim | Sang-Dae | Frequency content of moderate earthquakes | 27-1-4 | Motion/Spectra | Fri. 27 | 1520-1535 | A113 |
| Kim | Chul-Woo | Two-dimensional dynamic analysis of fatigue damage assessment of steel gerber-truss bridge due to traffic loads | 28-1-2 | Fatigue 1 | Sat. 28 | 1000-1015 | A104 |
| Kim | SungIl | Vibration of bridges due to moving high-speed train with 3-dimensional train model | 28-2-1 | Bridge dynamics | Sat. 28 | 1115-1130 | A101 |
| Kim | Sang Hyo | Dynamic bridge behaviors due to high speed railway vehicles: K-TGV | 28-2-1 | Bridge dynamics | Sat. 28 | 1130-1145 | A101 |
| Kim | Intae | Fatigue strength of side gussets welded specimens | 28-2-2 | Fatigue 2 | Sat. 28 | 1100-1115 | A104 |
| Kim | Young-Suk | Nonlinear response spectra for bridges with sliding type isolation system | 28-3-4 | Active/Isolate | Sat. 28 | 1430-1445 | A113 |
| Kim | Sang-Dae | Modified dynamic inelastic analysis of structures using the modified Newton-Raphson method | 28-4-2 | Struct analysis 2 | Sat. 28 | 1545-1600 | A104 |
| Kim | Sun Yong | The effect of intermediate stiffeners on the behavior of single equal leg angle struts | 28-4-2 | Struct analysis 2 | Sat. 28 | 1630-1645 | A104 |
| Kim | Jin-Lee | The investigation of construction fields for prevention of falsework failure | 28-4-8 | Construction in general | Sat. 28 | 1600-1615 | K102 |
| Kim | Sang-Dae | Inelastic behavior of a moment-resisting steel frame by pushover test | 29-1-2 | Structural eng 3 | Sun. 29 | 1000-1015 | A104 |
| Kimura | Takuji | Process to reduce public objection against public works in Japan | 27-1-8 | Construction in Asia | Fri. 27 | 1620-1635 | K102 |
| Kimura | Kichiro | Spiky response of a cantilever bridge model in the wake of a conical hill | 28-1-1 | Wind eng | Sat. 28 | 1015-1030 | A101 |
| Kira | Yuka | Analysis on recycing of materials for sustainability in landscape design | 28-1-8 | Modern theory in construction | Sat. 28 | 0945-1000 | K102 |
| Kitahara | Takeshi | Integrated system of dynamic analysis and database of input waves for aseismic diagnosis of structures | 29-1-4 | Dynamic | Sun. 29 | 0900-0915 | A113 |
| Kobayashi | Yuji | Pumpability of wet-mix shotcrete | 28-1-7 | ACMC/Shot | Sat. 28 | 1000-1015 | B107 |
| Kobayashi | Go | A research to evaluate the durability of existing bridge's bolted joint | 28-3-3 | Bridge eng 2 | Sat. 28 | 1400-1415 | A106 |
| Kobayashi | Masashi | Development of new seismic retrofitting methods on existing reinforced concrete columns | 29-1-5 | RC column 2 | Sun. 29 | 0915-0930 | B101 |
| Ku | Wen-Hsiang | An application of partnering to infrastructure BOT projects | 29-1-8 | Contract & organization | Sun. 29 | 0930-0945 | K102 |
| Kuang | Zhiping | Random critical seismic response analysis of the nonlinear interaction system using the weighted equivalent linearization techniques | 28-2-4 | Interaction | Sat. 28 | 1145-1200 | A113 |
| Kubo | Yoshinobu | Study on influence of crash barrier to aeroelastic responses of bridge deck section | 28-1-1 | Wind eng | Sat. 28 | 0915-0930 | A101 |
| Kubota | Satoshi | Database of highway bridges' product data models using STEP | 29-1-3 | Bridge eng 4 | Sun. 29 | 0900-0915 | A106 |
| Kurihashi | Yusuke | Experimental study on flexural bonding property of AFRP sheet glued on RC beams | 28-3-6 | CFRM | Sat. 28 | 1330-1345 | B106 |
| Kwon | Young Bong | A study on the structural behavior of cold-formed steel composite beams | 27-1-2 | Structural eng 2 | Fri. 27 | 1650-1705 | A104 |
| Lee | Sang-Ho | Multi-crack failure analysis of steel members by element-free Galerkin method | 28-1-2 | Fatigue 1 | Sat. 28 | 0945-1000 | A104 |
| Lee | Ming-Gin | Effect of steam-curing cycle and proporting mix on the strength of precast concrete blocks for Pinglin tunnel engineering | 28-1-6 | Strength | Sat. 28 | 0900-0915 | B106 |
| Lee | Soo-Gon | Determination of partial fixities of H-beam by natural frequency measurements | 28-3-1 | Struct dynamics | Sat. 28 | 1400-1415 | A101 |
| Lee | In-Won | Numerically stable simultaneous inverse iteration method with shift | 28-3-2 | Struct analysis 1 | Sat. 28 | 1500-1515 | A104 |
| Lee | Eun-Taik | Behaviour of beam-to-concrete steel tube column shear connections | 28-3-5 | Comp/Cnct | Sat. 28 | 1415-1430 | B101 |
| Lee | Sang-Ho | Analytical study on the behavior of concrete column strengthened with carbon fiber sheets | 28-3-6 | CFRM | Sat. 28 | 1430-1445 | B106 |
| Leu | Liang-Jenq | Strength contour diagram for reinforced concrete subjected to torsion | 28-1-4 | Fracture/Torsion | Sat. 28 | 0930-0945 | A113 |
| Li | Wenqi | Construction of Yangtze River highway bridge at Wanxian | 28-1-3 | Bridge eng 1 | Sat. 28 | 0930-0945 | A106 |
| Li | Li | Deformation capacity and axial load ratio of steel reinforced concrete columns | 28-1-5 | SRC | Sat. 28 | 0945-1000 | B101 |
| Li | Yanbo | Calculating method for capacity of cross-section of reinforced concrete members subject to combined biaxial bending and tension | 28-4-6 | RC beam | Sat. 28 | 1645-1700 | B106 |
| Li | Yeou-Fong | A nondestructive evaluation module of bridge management system | 29-1-3 | Bridge eng 4 | Sun. 29 | 1000-1015 | A106 |
| Liang | Qing Quan | Optimal topology selection of continuum structures with stress and displacement constraints | 28-4-3 | Bridge eng 3 | Sat. 28 | 1600-1615 | A106 |
| Liao | Tsung-Shen | A study on "the most advantageous bid" - a new approach of the Taiwan Government procurement method | 29-1-1 | Project handling & management | Sun. 29 | 0915-0930 | A101 |
| Lim | Yun Mook | Three-dimensional analysis for liquid storage tanks using coupled FE-BE method | 28-4-1 | Control/Fluid | Sat. 28 | 1615-1630 | A101 |
| Lin | Wei-Yen | The development of WWW-based expert system for construction project scheduling | 28-2-8 | Application of IT 1 | Sat. 28 | 1200-1215 | K102 |
| Lin | Pao-Hung | Optimal project cost planning and controlling using risk-mitigation approach (RMA) | 28-3-8 | Application of IT 2 | Sat. 28 | 1400-1415 | K102 |
| Lin | I-Yuan | Using utility analysis to determine a best selection method for choosing engineering consultants | 29-1-8 | Contract & organization | Sun. 29 | 1000-1015 | K102 |
| Lin | Ken-Yu | An economic analysis of the "or equal" clause for substitution specifications | 29-1-8 | Contract & organization | Sun. 29 | 1030-1045 | K102 |
| Liu | Chunlu | Regional transportation infrastructure construction and economic growth: a case study on Guangdong province of China | 27-1-8 | Construction in Asia | Fri. 27 | 1605-1620 | K102 |
| Liu | Yu-Wen | Waste concrete as coarse aggregate for high performance concrete | 28-3-7 | Admix & recycle | Sat. 28 | 1345-1400 | B107 |
| Lok | T.S. | Damage of steel fibre reinforced concrete structures subjected to explosive loading | 28-2-5 | RC slab | Sat. 28 | 1200-1215 | B101 |
| Lok | T.S. | Closed-form solution for the free vibration of a truss-core sandwich panel | 28-3-1 | Struct dynamics | Sat. 28 | 1345-1400 | A101 |
| Lu | Jun-Kai | The softened truss model with plastic approach | 28-1-4 | Fracture/Torsion | Sat. 28 | 0915-0930 | A113 |
| Lu | Lyan-Ywan | Shaking table test of some modal control schemes for building structures | 28-3-4 | Active/Isolate | Sat. 28 | 1400-1415 | A113 |
| Maki | Takeshi | Response analysis of reinforced concrete pier with pile footing considering nonlinear soil | 28-2-4 | Interaction | Sat. 28 | 1115-1130 | A113 |
| Manavazhi | Mohan Raj | Simulation: a medium for A/E/C integration in construction | 28-3-8 | Application of IT 2 | Sat. 28 | 1415-1430 | K102 |
| Matsui | Yoshitaka | Free torsional vibration analysis of continuous beams with thin-walled cross section | 28-3-1 | Struct dynamics | Sat. 28 | 1330-1345 | A101 |
| Mikami | Taku | A study on damage design spectra of seismic coefficient for level 2 earthquakes | 27-1-4 | Motion/Spectra | Fri. 27 | 1635-1650 | A113 |
| Miki | Yuka | Influence of money crisis upon construction industries in Asia | 27-1-8 | Construction in Asia | Fri. 27 | 1550-1605 | K102 |
| Mimoto | Kazumi | Use of existing old school out of use for local community center of aged people by renovation | 29-1-1 | Project handling & management | Sun. 29 |
1030-1045 | A101 |
| Min | Kyung-Won | Experimental system design and verification for seismic-response control using an active mass damper | 28-3-4 | Active/Isolate | Sat. 28 | 1345-1400 | A113 |
| Minagawa | Masaru | A diagnosis expert system attached with knowledge refinement function | 28-2-8 | Application of IT 1 | Sat. 28 | 1115-1130 | K102 |
| Minh | Nguyen Nguyen | An interpretation of aeroelastic phenomenon for bridge decks in wind flows | 28-1-1 | Wind eng | Sat. 28 | 0900-0915 | A101 |
| Miyamoto | Ayaho | Optimization of maintenance planning for existing bridges by using bridge management system | 29-1-3 | Bridge eng 4 | Sun. 29 | 0945-1000 | A106 |
| Miyazato | Shin-ichi | Experimental study on the corrosion mechanism of steel reinforcement near mortar joint | 29-1-7 | Durability | Sun. 29 | 1030-1045 | B107 |
| Montgomery | Denis | Self-compacting concrete containing mineral admixtures | 28-3-7 | Admix & recycle | Sat. 28 | 1400-1415 | B107 |
| Moon | Jeong-Ho | Experimental study on post-tensioned 3-continuous span slabs | 28-2-5 | RC slab | Sat. 28 | 1215-1230 | B101 |
| Morgan | Ahmed Saad Eldin | Three dimensional analysis for size effect on concrete torsion strength based on nonlinear fracture mechanics | 28-1-4 | Fracture/Torsion | Sat. 28 | 1015-1030 | A113 |
| Mori | Takeshi | A study on fatigue crack initiation points in load-carrying type of cruciform fillet welded joints | 28-2-2 | Fatigue 2 | Sat. 28 | 1130-1145 | A104 |
| Murata | Shin'ichi | Internet-based collaboration system for making standardized design data under awareness of environment | 28-2-8 | Application of IT 1 | Sat. 28 | 1100-1115 | K102 |
| Mutoh | Itaru | Collapse of imperfect reticulated shells designed by second-order elastic analysis | 27-1-1 | Structural eng 1 | Fri. 27 | 1520-1535 | A101 |
| Nakanishi | Norio | Compressive properties of concrete around the critical section of R/C columns under combined compression, bending and shear | 28-4-6 | RC beam | Sat. 28 | 1700-1715 | B106 |
| Nam | Moon-Hee | Analysis of vierendeel truss by the total adjusting unbalanced moment coefficients and the leading matrices | 28-4-2 | Struct analysis 2 | Sat. 28 | 1600-1615 | A104 |
| Nanakorn | Pruettha | Fatigue evaluation of steel bridges by measurement data and finite element analysis | 28-1-2 | Fatigue 1 | Sat. 28 | 1015-1030 | A104 |
| Nasir | Shahid | Experimental study for the feasibility of using precast panels as form works for RC columns | 27-1-5 | Composite 1 | Fri. 27 | 1535-1550 | B101 |
| Nataatmadja | Andreas | The performance of recycled crushed concrete under repeated loading | 28-3-7 | Admix & recycle | Sat. 28 | 1330-1345 | B107 |
| Nataraja | M.C. | Behaviour of reinforced concrete corbels - an experimental study | 29-1-6 | Shear | Sun. 29 | 0945-1000 | B106 |
| Nguyen | Dang Bich | Aerodynamic instability of high and flexible structures | 28-1-1 | Wind eng | Sat. 28 | 0945-1000 | A101 |
| Nguyen | Dang Bich | Code for design of "buildings and construction in seismically active regions" in Vietnam | 28-2-4 | Interaction | Sat. 28 | 1215-1230 | A113 |
| Nguyen | Dai Minh | Effects of plate length of the strength of reinforced concrete beams bonded with CFRP plates | 28-3-6 | CFRM | Sat. 28 | 1345-1400 | B106 |
| Nguyen | Dai Minh | Interaction behaviour between plate-adhesive-concrete and premature failures of FRP strengthened beams | 28-3-6 | CFRM | Sat. 28 | 1415-1430 | B106 |
| Nimityongsakul | Pichai | Model for predicting strength development of concretes incorporating fly ash of variable chemical composition and fineness | 28-1-6 | Strength | Sat. 28 | 0930-0945 | B106 |
| Nishimura | Koshiro | A study on arch mechanism to estimate ultimate shear strength of R/C columns | 29-1-6 | Shear | Sun. 29 | 1030-1045 | B106 |
| Niwa | Junichiro | Shear resistance of prestressed concrete beams using high performance lightweight aggregates | 28-4-6 | RC beam | Sat. 28 | 1530-1545 | B106 |
| Noor | Munaz Ahmed | Response spectra from real earthquakes and its application | 27-1-4 | Motion/Spectra | Fri. 27 | 1605-1620 | A113 |
| Noor | Munaz Ahmed | Selection of appropriate discrete element model parameter for realistic simulation of self-compacting concrete | 28-2-7 | Fresh concrete | Sat. 28 | 1200-1215 | B107 |
| Noor | Munaz Ahmed | Numerical simulation of rheological tests of self-compacting concrete by discrete element method | 28-2-7 | Fresh concrete | Sat. 28 | 1215-1230 | B107 |
| Obata | Takashi | Study on dynamic response characteristics and identification of walking force on pedestrian bridges | 28-2-1 | Bridge dynamics | Sat. 28 | 1100-1115 | A101 |
| Odenbreit | Christoph | Rotational behaviour and failure investigation of composite joints in large scale tests | 28-3-5 | Comp/Cnct | Sat. 28 | 1430-1445 | B101 |
| Ogunlana | Stephen O. | A direction for construction industry development in the ASEAN in the 21st Century | 27-1-8 | Construction in Asia | Fri. 27 | 1535-1550 | K102 |
| Ogunlana | Stephen O. | Application of artificial neural network to forecast construction cost of buildings at the pre-design stage | 28-3-8 | Application of IT 2 | Sat. 28 | 1330-1345 | K102 |
| Ohno | Toshio | Effect on various types of restraint on drying shrinkage cracking | 28-1-6 | Strength | Sat. 28 | 0945-1000 | B106 |
| Ohta | Akira | Fluidizing effect of Polycarboxylate-based superplasticizers for several binding materials | 28-2-7 | Fresh concrete | Sat. 28 | 1100-1115 | B107 |
| Ohta | Aya | Creation of optimal forms of cable-stayed bridges based upon aesthetic measure | 28-4-3 | Bridge eng 3 | Sat. 28 | 1545-1600 | A106 |
| Ohyama | Osamu | Parametric analysis for creep and shrinkage behavior of steel-concrete double composite continuous box girder bridges with external and internal prestressed cables | 28-2-3 | Composite 2 | Sat. 28 | 1200-1215 | A106 |
| Ojio | Tatsuya | Measurement of vehicle weight using truss bridges | 28-3-3 | Bridge eng 2 | Sat. 28 | 1445-1500 | A106 |
| Okashiro | Shigeki | Study on a seismic design method of steel bridge piers | 29-1-2 | Structural eng 3 | Sun. 29 | 0945-1000 | A104 |
| Osman | Mohd. Hanim | Shear strength of trapezoid web plate girder | 27-1-2 | Structural eng 2 | Fri. 27 | 1520-1535 | A104 |
| Oyawa | Walter O. | Bond behavior of steel-epoxy open sandwich beams in bending | 28-2-3 | Composite 2 | Sat. 28 | 1145-1200 | A106 |
| Pan | Nai-Hsin | Automatic data collection technology in site-level materials management system | 28-4-8 | Construction in general | Sat. 28 | 1700-1715 | K102 |
| Panyakapo | Phaiboon | Design spectra based on constant-damage concept | 27-1-4 | Motion/Spectra | Fri. 27 | 1620-1635 | A113 |
| Park | Kang-Geun | Elasto-plastic analysis on connections of precast large panel structures | 27-1-2 | Structural eng 2 | Fri. 27 | 1635-1650 | A104 |
| Park | Kang-Geun | An experimental study on bending behavior of precast slab-wall connections in high-rise residential building | 28-3-5 | Comp/Cnct | Sat. 28 | 1445-1500 | B101 |
| Phan | Quoc Huu Duy | Multi-component based numerical simulation model of cement hydration | 29-1-7 | Durability | Sun. 29 | 0930-0945 | B107 |
| Pi | Yong-Lin | In-plane buckling and design of steel arches | 27-1-2 | Structural eng 2 | Fri. 27 | 1535-1550 | A104 |
| Pi | Yong-Lin | In-plane buckling of shallow arches | 27-1-2 | Structural eng 2 | Fri. 27 | 1550-1605 | A104 |
| Poon | S.W. | Business process re-engineering in the Hong Kong construction industry | 28-1-8 | Modern theory in construction | Sat. 28 | 0900-0915 | K102 |
| Ryu | Jae-sok | Electro-chemical technique for the repair of reinforced concrete | 28-2-6 | Retrofit | Sat. 28 | 1200-1215 | B106 |
| Saha | Swapan Kumar | Quality systems vs dispute and defects in construction | 29-1-1 | Project handling & management | Sun. 29 | 0930-0945 | A101 |
| Saidi | Taufiq | Proposed model for transferred shear force and relative displacement relationship of shear connector in steel-concrete sandwich beam | 27-1-5 | Composite 1 | Fri. 27 | 1550-1605 | B101 |
| Saito | Hideaki | Experimental study on mechanical behavior of connecting part between steel girder and PC slab in composite two-I-girder bridges | 28-3-5 | Comp/Cnct | Sat. 28 | 1345-1400 | B101 |
| Sakoda | Haruyuki | Study on causes of loosening of hanger cables in a Nielsen-Lohse bridge due to the Hyogoken Nambu earthquake | 29-1-4 | Dynamic | Sun. 29 | 0915-0930 | A113 |
| Sato | Motohiro | Snap loads in submerged floating tunnels | 28-4-1 | Control/Fluid | Sat. 28 | 1645-1700 | A101 |
| Satsukawa | Keiichi | The influence of material properties on the deformation capacity of steel members | 29-1-2 | Structural eng 3 | Sun. 29 | 0900-0915 | A104 |
| Sayamipuk | Sun | Strength and durability of mortars containing Metakaolin from Thailand | 28-3-7 | Admix & recycle | Sat. 28 | 1430-1445 | B107 |
| Seangatith | Sittichai | Axially-loaded glass-fiber reinforced plastic composite columns | 28-3-6 | CFRM | Sat. 28 | 1500-1515 | B106 |
| Seo | Young-Jae | Cracking of concrete deck at interior supports of continuous composite girder bridge | 28-3-5 | Comp/Cnct | Sat. 28 | 1330-1345 | B101 |
| Sezaki | Mitsuhiro | Field test of laminated heavy timber bridge composed of sugi laminae | 28-1-3 | Bridge eng 1 | Sat. 28 | 1000-1015 | A106 |
| Shami | Manar | Minimizing the impacts of infrastructure expansions and renovations | 28-3-8 | Application of IT 2 | Sat. 28 | 1445-1500 | K102 |
| Sheen | Yeong Nain | New concepts for durability design of structural concrete | 29-1-7 | Durability | Sun. 29 | 0900-0915 | B107 |
| Shehata | Ibrahim | Comparisons between non-destructive test methods for concrete strength | 28-1-6 | Strength | Sat. 28 | 1015-1030 | B106 |
| Shehata | Lidia | Code design equations for shear capacity of HSC beams | 29-1-6 | Shear | Sun. 29 | 0900-0915 | B106 |
| Shehata | Ibrahim | Analysis of the minimum steel consumption in beams subjected to shear and flexure using the truss model | 29-1-6 | Shear | Sun. 29 | 1000-1015 | B106 |
| Shi | Weixing | Response spectra of base-isolated structures | 28-4-4 | Passive | Sat. 28 | 1530-1545 | A113 |
| Shibata | Toshifumi | An approximate method for estimating impact force on beams considering local deformation | 28-2-1 | Bridge dynamics | Sat. 28 | 1200-1215 | A101 |
| Shim | ChangSu | Shear connection in steel-concrete composite bridge with full-depth precast deck | 28-2-3 | Composite 2 | Sat. 28 | 1215-1230 | A106 |
| Shinkai | Saori | Study on identifying feelings of local city in landscape design | 28-1-8 | Modern theory in construction | Sat. 28 | 1015-1030 | K102 |
| Shiomi | Masanori | Experimental study on deformation ability of steel tube-reinforced concrete composite beams | 28-1-5 | SRC | Sat. 28 | 1015-1030 | B101 |
| Shirahata | Hiromi | Ultrasonic nondestructive testing of thick steel plate containing a hot crack by double probe technique | 29-1-3 | Bridge eng 4 | Sun. 29 | 1015-1030 | A106 |
| Singh | Amarjit | Innovative methods for quick fabrication and erection in industrialized building | 28-4-8 | Construction in general | Sat. 28 | 1530-1545 | K102 |
| Sirajuddin | Abdullah | Construction arbitration and alternative dispute resolution in Saudi Arabia | 29-1-1 | Project handling & management | Sun. 29 | 0900-0915 | A101 |
| Song | Ha-Won | Modeling techniques for nonlinear failure analysis of reinforced concrete T-girder bridge | 27-1-2 | Structural eng 2 | Fri. 27 | 1620-1635 | A104 |
| Sonoda | Keiichiro | Hybrid stress method for seismic nonlinear response analyses of RC frames | 29-1-4 | Dynamic | Sun. 29 | 0930-0945 | A113 |
| Sugiyama | Toshiyuki | Back analysis system for deformation of retaining wall based on fuzzy set theory and simple fitting method | 27-1-3 | Soil/Pile | Fri. 27 | 1520-1535 | A106 |
| Suitsu | Hideo | A study on variable stiffness device having elastic non-linear characteristics | 28-4-4 | Passive | Sat. 28 | 1615-1630 | A113 |
| Sun | Yuping | Limit deformation capacity of confined RC columns: Part 1 - theoretical consideration and experimental program | 28-4-5 | RC column 1 | Sat. 28 | 1530-1545 | B101 |
| Sun | Yuping | Limit deformation capacity of confined RC columns | 28-4-5 | RC column 1 | Sat. 28 | 1545-1600 | B101 |
| Sunuwar | Laxman | Investigations on lifecycle environmental impact and cost of bridges | 28-4-3 | Bridge eng 3 | Sat. 28 | 1630-1645 | A106 |
| Swaddiwudhipong | Somsak | Effects of axial deformation and axial force on vibration characteristics of tall buildings | 28-3-1 | Struct dynamics | Sat. 28 | 1430-1445 | A101 |
| Tahir | Mahmood Md | Analysis and design of unbraced steel frames with bending about both column axes | 28-4-2 | Struct analysis 2 | Sat. 28 | 1530-1545 | A104 |
| Takahashi | Yoshikazu | Effects of vertical ground motion to seismically isolated friction bearing with hybrid loading tests | 28-3-4 | Active/Isolate | Sat. 28 | 1415-1430 | A113 |
| Takahashi | Osamu | Response control structure with oil damper bracing system | 28-4-4 | Passive | Sat. 28 | 1645-1700 | A113 |
| Takiguchi | Katsuki | Complete collapse test of reinforced concrete columns | 29-1-5 | RC column 2 | Sun. 29 | 0900-0915 | B101 |
| Tan | Robert Y. | Failure diagnosis of viscoelastic dampers | 28-4-4 | Passive | Sat. 28 | 1630-1645 | A113 |
| Tan | Behavior of reinforced concrete beams partially strengthened with external tendons | 28-4-6 | RC beam | Sat. 28 | 1615-1630 | B106 | |
| Tan | Teng Hooi | Effect of stress-path on the failure of concrete under tri-axial stress state | 28-4-7 | Mechanics | Sat. 28 | 1600-1615 | B107 |
| Tangtermsirikul | Somnuk | Concrete model code for Asia: Part II: Materials and Constructions | 28-1-7 | ACMC/Shot | Sat. 28 | 0930-0945 | B107 |
| Tangtermsirikul | Somnuk | Uses of municipal solid waste ash as construction materials | 28-3-7 | Admix & recycle | Sat. 28 | 1415-1430 | B107 |
| Taniguchi | Takeo | Hexahedral mesh generation of arbitrary 3-dimensional composite domain | 28-3-2 | Struct analysis 1 | Sat. 28 | 1430-1445 | A104 |
| Tateishi | Kazuo | Strain behavior of concrete filled steel tube members under cyclic loading | 27-1-5 | Composite 1 | Fri. 27 | 1605-1620 | B101 |
| Ting | S.K. | Construction automation system in Singapore | 28-4-8 | Construction in general | Sat. 28 | 1615-1630 | K102 |
| Ting | S.K. | Design and build practice in the Singapore public sector | 29-1-8 | Contract & organization | Sun. 29 | 1015-1030 | K102 |
| Todoroki | Yukio | Long-term structural evaluation of stabilized subgrade layer | 27-1-3 | Soil/Pile | Fri. 27 | 1535-1550 | A106 |
| Toh | Wee Siang | A simple approach to strength and stability of steel columns in fire | 27-1-1 | Structural eng 1 | Fri. 27 | 1620-1635 | A101 |
| Toh | Wee Siang | A first-order elastic-plastic analysis of steel frames in fire | 27-1-1 | Structural eng 1 | Fri. 27 | 1635-1650 | A101 |
| Tomita | Syuji | New method of underpass structure of railway used by steel elements | 28-4-8 | Construction in general | Sat. 28 | 1645-1700 | K102 |
| Tsai | Shih-Lu | An economic analysis of construction lump-sum contracts | 29-1-8 | Contract & organization | Sun. 29 | 0945-1000 | K102 |
| Tseng | Kevin Kuang-Hui | Modeling and computation of elasto-visco-plastic materials containing many randomly dispersed voids | 28-4-7 | Mechanics | Sat. 28 | 1615-1630 | B107 |
| Tsuchiya | Satoshi | Nonlinear response of RC columns subjected to eccentric axial forces | 29-1-5 | RC column 2 | Sun. 29 | 0945-1000 | B101 |
| Tsuda | Keigo | Strength estimation of slender SRC beam-columns by using the superposed method | 28-1-5 | SRC | Sat. 28 | 0930-0945 | B101 |
| Tsukahara | Ema | Prediction model for corrosion rate of reinforcing steel bars in cracked concrete | 29-1-7 | Durability | Sun. 29 | 1015-1030 | B107 |
| Tsutsumishita | Takashi | Strengthening method of damaged reinforced concrete bridge slabs by Methyl Meta Acrilate (MMA) resin concrete | 28-2-6 | Retrofit | Sat. 28 | 1145-1200 | B106 |
| Ueda | Tamon | Asian concrete model code: design part - new concept and frame for 21st century | 28-1-7 | ACMC/Shot | Sat. 28 | 0915-0930 | B107 |
| Ueda | Tamon | Prediction of fretting fatigue strength of prestressing tendon | 28-2-2 | Fatigue 2 | Sat. 28 | 1215-1230 | A104 |
| Uomoto | Taketo | Asian concrete model code | 28-1-7 | ACMC/Shot | Sat. 28 | 0900-0915 | B107 |
| Uomoto | Taketo | Effects of rheology on shotcrete process -- predicted from DEM tool | 28-1-7 | ACMC/Shot | Sat. 28 | 1015-1030 | B107 |
| Vulpe | George E. | Three-dimensional linkage element model method for damage evaluation of concrete | 28-4-7 | Mechanics | Sat. 28 | 1545-1600 | B107 |
| Wang | Yiqun | Proposals for high strength concrete torsion and combined torsion with shear and/or bending provisions for the 1999 Chinese building code | 28-1-4 | Fracture/Torsion | Sat. 28 | 0900-0915 | A113 |
| Wang | Pao-Hsii | Large displacement analysis of thin-walled beam structures | 28-3-2 | Struct analysis 1 | Sat. 28 | 1330-1345 | A104 |
| Wang | Tiechang | Shear strength of member in high strength concrete | 29-1-6 | Shear | Sun. 29 | 0915-0930 | B106 |
| Wang | Ming-The | A study on information structure in lump-sum contract | 29-1-8 | Contract & organization | Sun. 29 | 0900-0915 | K102 |
| Warnitchai | Pennung | A new method for weigh-in-motion measurements of trucks using instrumented bridges | 28-3-3 | Bridge eng 2 | Sat. 28 | 1430-1445 | A106 |
| Watanabe | Eiichi | A new superlong floating bridge | 28-4-1 | Control/Fluid | Sat. 28 | 1630-1645 | A101 |
| Wijeyewickrema | Anil C. | Finite element analysis of rubberlike materials | 28-3-2 | Struct analysis 1 | Sat. 28 | 1400-1415 | A104 |
| Xie | Zhongquan | The application of cement injecting piles to treat soft soil foundations in the municipal road | 27-1-3 | Soil/Pile | Fri. 27 | 1605-1620 | A106 |
| Xie | Guanmo | An approach for damage identification of reinforced concrete structures | 29-1-2 | Structural eng 3 | Sun. 29 | 1030-1045 | A104 |
| Xiong | Zhao-hui | An experimental study of reinforced concrete columns | 28-4-5 | RC column 1 | Sat. 28 | 1630-1645 | B101 |
| Xu | Guang-hui | The static and dynamic characteristics of the shell shape decks above the multi-girder bridges | 28-1-3 | Bridge eng 1 | Sat. 28 | 1015-1030 | A106 |
| Xu | Bin | Adaptive localized vibration control of large-scale or complex structures using multi-layer neural networks | 28-2-1 | Bridge dynamics | Sat. 28 | 1145-1200 | A101 |
| Xu | Zhixin | Earthquake disaster reduction in urban area | 29-1-1 | Project handling & management | Sun. 29 | 1000-1015 | A101 |
| Yahia | Ammar | Effect of mineral admixtures on rheological properties of equivalent self-compacting concrete mortar | 28-2-7 | Fresh concrete | Sat. 28 | 1145-1200 | B107 |
| Yamada | Kentaro | Fatigue behavior of tensile plates with inclined fillet welded ribs | 28-2-2 | Fatigue 2 | Sat. 28 | 1145-1200 | A104 |
| Yamaguchi | Eiki | Numerical procedures for analysis of piles modeled by nonlinear elastic subgrade-reaction method | 27-1-3 | Soil/Pile | Fri. 27 | 1635-1650 | A106 |
| Yamaguchi | Takashi | Mechanical behavior of high strength bolted tensile joints using waisted bolts | 28-3-3 | Bridge eng 2 | Sat. 28 | 1345-1400 | A106 |
| Yamasaki | Taeko | Effect of superplasticizer on property of fresh mortar | 28-2-7 | Fresh concrete | Sat. 28 | 1115-1130 | B107 |
| Yan | Zhuge | Distinct element modelling of unreinforced masonry walls | 27-1-1 | Structural eng 1 | Fri. 27 | 1550-1605 | A101 |
| Yang | Hee Joe | Modal identification of a highly nonlinear system by shaking table test | 28-3-1 | Struct dynamics | Sat. 28 | 1415-1430 | A101 |
| Yang | Yuan-Sen | Improved mesh partitioning for parallel substructure finite element computations | 28-3-2 | Struct analysis 1 | Sat. 28 | 1445-1500 | A104 |
| Yashiro | Tomonari | Sustainable construction as possible paradigms in Japanese construction | 27-1-8 | Construction in Asia | Fri. 27 | 1520-1535 | K102 |
| Yip | Woon Kwong | Behaviour of precast reinforced concrete beams with structural steel I-section embedded at the support sections | 28-1-5 | SRC | Sat. 28 | 0900-0915 | B101 |
| Yip | Woon Kwong | Behaviour of encased steel-concrete composite beams in the hogging moment region | 28-1-5 | SRC | Sat. 28 | 0915-0930 | B101 |
| Yoda | Teruhiko | Design of concrete dowel with penetrating reinforcing bar in a composite girder | 28-3-5 | Comp/Cnct | Sat. 28 | 1400-1415 | B101 |
| Yokoi | Katsunori | Effect of reinforcement volume on failure of T-shaped RC bridge piers under dynamic loading | 28-4-5 | RC column 1 | Sat. 28 | 1645-1700 | B101 |
| Yoshikawa | Masaaki | Active control of seismic response of structures | 28-3-4 | Active/Isolate | Sat. 28 | 1330-1345 | A113 |
| Yuan | Hong | On the calculation of energy release rates for interfacial crack in FRP-strengthened structures | 28-3-6 | CFRM | Sat. 28 | 1445-1500 | B106 |
| Zatar | Wael | Inelastic response behavior of partially prestressed concrete piers | 28-4-5 | RC column 1 | Sat. 28 | 1615-1630 | B101 |
| Zhang | John Q. | A numerical procedure for the analysis of steel concrete composite columns | 27-1-5 | Composite 1 | Fri. 27 | 1635-1650 | B101 |
| Zhang | John Q. | Accuracy of numerical expressions for the section analysis of CFST beam-columns | 27-1-5 | Composite 1 | Fri. 27 | 1650-1705 | B101 |
| Zhou | Kerong | Nonlinear finite element analysis of size effect on shear of reinforced concrete beams | 28-1-4 | Fracture/Torsion | Sat. 28 | 1000-1015 | A113 |