Session No |
Session name |
Date |
Time |
Room |
Paper title |
First author |
Affiliation |
| 27-1-1 | Structural Eng 1 | Fri. 27 | 1520-1535 | A101 | Collapse of imperfect reticulated shells designed by second-order elastic analysis | I. Mutoh | Gifu National College of Technology |
| 27-1-1 | Structural Eng 1 | Fri. 27 | 1535-1550 | A101 | Ultimate strength of ring stiffened cooling tower shell | T. Hara | Tokuyama College of Technology |
| 27-1-1 | Structural Eng 1 | Fri. 27 | 1550-1605 | A101 | Distinct element modelling of unreinforced masonry walls | Y. Zhuge | University of South Australia |
| 27-1-1 | Structural Eng 1 | Fri. 27 | 1605-1620 | A101 | Numerical investigation of in-plane failure of masonry | G. Ma | Nanyang Technological University |
| 27-1-1 | Structural Eng 1 | Fri. 27 | 1620-1635 | A101 | A simple approach to strength and stability of steel columns in fire | K.H. Tan | Nanyang Technological University |
| 27-1-1 | Structural Eng 1 | Fri. 27 | 1635-1650 | A101 | A first-order elastic-plastic analysis of steel frames in fire | K.H. Tan | Nanyang Technological University |
| 27-1-2 | Structural Eng 2 | Fri. 27 | 1520-1535 | A104 | Shear strength of trapezoid web plate girder | M.H. Osman | Universiti Teknologi Malaysia |
| 27-1-2 | Structural Eng 2 | Fri. 27 | 1535-1550 | A104 | in-plane buckling and design of steel arches | Y.L. Pi | Sydney University |
| 27-1-2 | Structural Eng 2 | Fri. 27 | 1550-1605 | A104 | in-plane buckling of shallow arches | Y.L. Pi | Sydney University |
| 27-1-2 | Structural Eng 2 | Fri. 27 | 1605-1620 | A104 | Study of the structural twistless behaviour in slab-beam panels | N.E. Chikh | University of Constantine |
| 27-1-2 | Structural Eng 2 | Fri. 27 | 1620-1635 | A104 | Modeling techniques for nonlinear failure analysis of reinforced concrete T-girder bridge | H.W. Song | Yonsei University |
| 27-1-2 | Structural Eng 2 | Fri. 27 | 1635-1650 | A104 | Elasto-plastic analysis on connections of precast large panel structures | K. Park | University of Miryang |
| 27-1-2 | Structural Eng 2 | Fri. 27 | 1650-1705 | A104 | A study on the structural behavior of cold-formed steel composite beams | Y.B. Kwon | Yeungnam University |
| 27-1-3 | Soil/Pile 1 | Fri. 27 | 1520-1535 | A106 | Back analysis system for deformation of retaining wall based on fuzzy set theory and simple fitting method | T. Sugiyama | Yamanashi University |
| 27-1-3 | Soil/Pile 2 | Fri. 27 | 1535-1550 | A106 | Long-term structural evaluation of stabilized subgrade layer | Y. Todoroki | Junior College of Nihon University |
| 27-1-3 | Soil/Pile 3 | Fri. 27 | 1550-1605 | A106 | Dynamic cross-interaction between foundations on layered ground by FE-BE coupling | J.W. Rhee | Korea infrastructure Safety and Technology Corporation |
| 27-1-3 | Soil/Pile 4 | Fri. 27 | 1605-1620 | A106 | The application of cement injecting piles to treat soft soil foundations in the municipal road | Z. Xie | Shenzhen Quanan Construction and Supervision Ltd |
| 27-1-3 | Soil/Pile 5 | Fri. 27 | 1620-1635 | A106 | Analysis of passive pile groups using load transfer curves | S. Jeong | Yonsei University |
| 27-1-3 | Soil/Pile 6 | Fri. 27 | 1635-1650 | A106 | Numerical procedures for analysis of piles modeled by nonlinear elastic subgrade-reaction method | E. Yamaguchi | Kyushu Institute of Technology |
| 27-1-4 | Motion/Spectra | Fri. 27 | 1520-1535 | A113 | Frequency content of moderate earthquakes | S.D. Kim | Korea University |
| 27-1-4 | Motion/Spectra | Fri. 27 | 1535-1550 | A113 | Estimation of earthquake intensity from the damage of RC piers of viaducts due to the Kobe earthquake | H. Iemura | Kyoto University |
| 27-1-4 | Motion/Spectra | Fri. 27 | 1550-1605 | A113 | An evaluation of predicted input ground motion using 3-D nonlinear dynamic analysis of overhead railway | Y. Furuya | University of Tokyo |
| 27-1-4 | Motion/Spectra | Fri. 27 | 1605-1620 | A113 | Response spectra from real earthquakes and its application | M.A.Noor | University of Tokyo |
| 27-1-4 | Motion/Spectra | Fri. 27 | 1620-1635 | A113 | Design spectra based on constant-damage concept | P. Panyakapo | Asian Institute of Technology |
| 27-1-4 | Motion/Spectra | Fri. 27 | 1635-1650 | A113 | A study on damage design spectra of seismic coefficient for level 2 earthquakes | T. Mikami | University of Tokushima |
| 27-1-5 | Composite 1 | Fri. 27 | 1520-1535 | B101 | Strength characteristics of beams with ferrocement flanges and steel plate web | A.K. Aggarwal | PNG University of Technology |
| 27-1-5 | Composite 1 | Fri. 27 | 1535-1550 | B101 | Experimental study for the feasibility of using precast panels as form works for RC columns | S. Nasir | Nagoya Institute of Technology |
| 27-1-5 | Composite 1 | Fri. 27 | 1550-1605 | B101 | Proposed model for transferred shear force and relative displacement relationship of shear connector in steel-concrete sandwich beam | T. Saidi | Hokkaido University |
| 27-1-5 | Composite 1 | Fri. 27 | 1605-1620 | B101 | Strain behavior of concrete filled steel tube members under cyclic loading | K. Tateishi | Tokyo Institute of Technology |
| 27-1-5 | Composite 1 | Fri. 27 | 1620-1635 | B101 | High-strength concrete filled square tube columns subjected to axial loading | J. Chung | Kyushu University |
| 27-1-5 | Composite 1 | Fri. 27 | 1635-1650 | B101 | A numerical procedure for the analysis of steel concrete composite columns | J.Q. Zhang | University of Western Sydney |
| 27-1-5 | Composite 1 | Fri. 27 | 1650-1705 | B101 | Accuracy of numerical expressions for the section analysis of CFST beam-columns | M. Chao | University of Western Sydney |
| 27-1-8 | Construction in Asia | Fri. 27 | 1520-1535 | K102 | Sustainable construction as possible paradigms in Japanese construction | T. Yashiro | University of Tokyo |
| 27-1-8 | Construction in Asia | Fri. 27 | 1535-1550 | K102 | A direction for construction industry development in the ASEAN in the 21st Century | S.O. Ogunlana | Asian Institute of Technology |
| 27-1-8 | Construction in Asia | Fri. 27 | 1550-1605 | K102 | Influence of money crisis upon construction industries in Asia | Y. Miki | Kochi University of Technology |
| 27-1-8 | Construction in Asia | Fri. 27 | 1605-1620 | K102 | Regional transportation infrastructure construction and economic growth: a case study on Guangdong province of China | C. Liu | Nagoya University |
| 27-1-8 | Construction in Asia | Fri. 27 | 1620-1635 | K102 | Process to reduce public objection against public works in Japan | T. Kimura | Kochi University of Technology |
| 27-1-8 | Construction in Asia | Fri. 27 | 1635-1650 | K102 | The strategy of Thai construction industry for the global competitiveness | T. Boonyaperm | Sukhothai Thammathirat Open University |
| 27-1-8 | Construction in Asia | Fri. 27 | 1650-1705 | K102 | Study on the origin of recent economic crisis and sustainable construction as its solution | K. Baba | Kochi University of Technology |
| 28-1-1 | Wind Eng | Sat. 28 | 0900-0915 | A101 | An interpretation of aeroelastic phenomenon for bridge decks in wind flows | N.N. Minh | CRIEPI |
| 28-1-1 | Wind Eng | Sat. 28 | 0915-0930 | A101 | Study on influence of crash barrier to aeroelastic responses of bridge deck section | Y. Kubo | Kyushu Institute of Technology |
| 28-1-1 | Wind Eng | Sat. 28 | 0930-0945 | A101 | Aerodynamic characteristics of two edge girders | M. Matsumoto | Kyoto University |
| 28-1-1 | Wind Eng | Sat. 28 | 0945-1000 | A101 | Aerodynamic instability of high and flexible structures | D.B. Nguyen | Ministry of Construction |
| 28-1-1 | Wind Eng | Sat. 28 | 1000-1015 | A101 | Coupled buffeting response of long span bridge | C.H. Chen | Kao Yuan Institute of Technology |
| 28-1-1 | Wind Eng | Sat. 28 | 1015-1030 | A101 | Spiky response of a cantilever bridge model in the wake of a conical hill | K. Kimura | University of Tokyo |
| 28-1-2 | Fatigue 1 | Sat. 28 | 0900-0915 | A104 | Fatigue behavior of improved welded cover plate detail | N. Kagawa | Japan Highway Public Corporation |
| 28-1-2 | Fatigue 1 | Sat. 28 | 0915-0930 | A104 | Fatigue crack growth prediction under various loading spectra | Q. Cao | Nagoya University |
| 28-1-2 | Fatigue 1 | Sat. 28 | 0930-0945 | A104 | A numerical model for mixed mode fracture propagation | Y.J. Chiou | National Cheng Kung University |
| 28-1-2 | Fatigue 1 | Sat. 28 | 0945-1000 | A104 | Multi-crack failure analysis of steel members by element-free Galerkin method | S.H. Lee | Yonsei University |
| 28-1-2 | Fatigue 1 | Sat. 28 | 1000-1015 | A104 | Two-dimensional dynamic analysis of fatigue damage assessment of steel gerber-truss bridge due to traffic loads | C.W. Kim | Pohang College |
| 28-1-2 | Fatigue 1 | Sat. 28 | 1015-1030 | A104 | Fatigue evaluation of steel bridges by measurement data and finite element analysis | P. Nanakorn | Sirindhorn international Institute of Technology |
| 28-1-3 | Bridge Eng 1 | Sat. 28 | 0900-0915 | A106 | Stability of curved girder bridges under construction | H. Hirasawa | Hokkaido University |
| 28-1-3 | Bridge Eng 1 | Sat. 28 | 0915-0930 | A106 | Behavior of continuous beams with external prestressing having large eccentricities | T. Aravinthan | DPS Bridge Works Co., Ltd |
| 28-1-3 | Bridge Eng 1 | Sat. 28 | 0930-0945 | A106 | Construction of Yangtze River highway bridge at Wanxian | W. Li | Sichuan Highway and Bridge Construction Group |
| 28-1-3 | Bridge Eng 1 | Sat. 28 | 0945-1000 | A106 | Experimental study on structural behavior of laminated heavy timber bridge | K. Komatsu | Kyoto University |
| 28-1-3 | Bridge Eng 1 | Sat. 28 | 1000-1015 | A106 | Field test of laminated heavy timber bridge composed of sugi laminae | M. Inoue | Oita University |
| 28-1-3 | Bridge Eng 1 | Sat. 28 | 1015-1030 | A106 | The static and dynamic characteristics of the shell shape decks above the multi-girder bridges | Y. Wang | Sunrise Consultant international |
| 28-1-4 | Fracture/Torsion | Sat. 28 | 0900-0915 | A113 | Proposals for high strength concrete torsion and combined torsion with shear and/or bending provisions for the 1999 Chinese building code | Y. Wang | Tianjin University |
| 28-1-4 | Fracture/Torsion | Sat. 28 | 0915-0930 | A113 | The softened truss model with plastic approach | J.K. Lu | National Pingtung University of Science and Technology |
| 28-1-4 | Fracture/Torsion | Sat. 28 | 0930-0945 | A113 | Strength contour diagram for reinforced concrete subjected to torsion | L.J. Leu | National Taiwan University |
| 28-1-4 | Fracture/Torsion | Sat. 28 | 0945-1000 | A113 | F.E.M. study on the flexural crack behaviors of concrete by the use of the crack element | K. Hibino | Ritsumeikan University |
| 28-1-4 | Fracture/Torsion | Sat. 28 | 1000-1015 | A113 | Nonlinear finite element analysis of size effect on shear of reinforced concrete beams | K. Zhou | Tongji University |
| 28-1-4 | Fracture/Torsion | Sat. 28 | 1015-1030 | A113 | Three dimensional analysis for size effect on concrete torsion strength based on nonlinear fracture mechanics | A.S.E. Morgan | P.S. Corporation |
| 28-1-5 | SRC | Sat. 28 | 0900-0915 | B101 | Behaviour of precast reinforced concrete beams with structural steel I-section embedded at the support sections | W.K. Yip | Nanyang Technological University |
| 28-1-5 | SRC | Sat. 28 | 0915-0930 | B101 | Behaviour of encased steel-concrete composite beams in the hogging moment region | W.K. Yip | Nanyang Technological University |
| 28-1-5 | SRC | Sat. 28 | 0930-0945 | B101 | Strength estimation of slender SRC beam-columns by using the superposed method | K. Tsuda | Kyushu University |
| 28-1-5 | SRC | Sat. 28 | 0945-1000 | B101 | Deformation capacity and axial load ratio of steel reinforced concrete columns | L. Li | Kyushu University |
| 28-1-5 | SRC | Sat. 28 | 1000-1015 | B101 | Performance of steel reinforced concrete members under bi-lateral confinement | H.L. Hsu | National Central University |
| 28-1-5 | SRC | Sat. 28 | 1015-1030 | B101 | Experimental study on deformation ability of steel tube-reinforced concrete composite beams | M. Shiomi | Nippon Zenith Pipe Corporation |
| 28-1-6 | Strength | Sat. 28 | 0900-0915 | B106 | 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 |
| 28-1-6 | Strength | Sat. 28 | 0915-0930 | B106 | 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 |
| 28-1-6 | Strength | Sat. 28 | 0930-0945 | B106 | Model for predicting strength development of concretes incorporating fly ash of variable chemical composition and fineness | M.A. Tahir | Asian Institute of Technology |
| 28-1-6 | Strength | Sat. 28 | 0945-1000 | B106 | Effect on various types of restraint on drying shrinkage cracking | T. Ohno | Kajima Technical Research Institute |
| 28-1-6 | Strength | Sat. 28 | 1000-1015 | B106 | The development and long-term deformation of self-compacting concrete | Y.W. Chan | National Taiwan University |
| 28-1-6 | Strength | Sat. 28 | 1015-1030 | B106 | Comparisons between non-destructive test methods for concrete strength | I.A.E.M. Shehata | Federal University of Rio de Janeiro |
| 28-1-7 | ACMC/Shot | Sat. 28 | 0900-0915 | B107 | Asian concrete model code | T. Uomoto | University of Tokyo |
| 28-1-7 | ACMC/Shot | Sat. 28 | 0915-0930 | B107 | Asian concrete model code: design part - new concept and frame for 21st century | T. Ueda | Hokkaido University |
| 28-1-7 | ACMC/Shot | Sat. 28 | 0930-0945 | B107 | Concrete model code for Asia: Part II: Materials and Constructions | S. Tangtermsirikul | SIIT, Thammasat University |
| 28-1-7 | ACMC/Shot | Sat. 28 | 0945-1000 | B107 | Evaluation of concentration of accelerating agent in shotcrete by means of electron probe micro analyzer technique | A. Araki | Denki Kagaku Kogyo Co., Ltd |
| 28-1-7 | ACMC/Shot | Sat. 28 | 1000-1015 | B107 | Pumpability of wet-mix shotcrete | Y. Kobayashi | Sato Kougyo Corporation |
| 28-1-7 | ACMC/Shot | Sat. 28 | 1015-1030 | B107 | Effects of rheology on shotcrete process -- predicted from DEM tool | T. Uomoto | University of Tokyo |
| 28-1-8 | Modern Theory in Construction | Sat. 28 | 0900-0915 | K102 | Business process re-engineering in the Hong Kong construction industry | F. Phua | The University of Hong Kong |
| 28-1-8 | Modern Theory in Construction | Sat. 28 | 0915-0930 | K102 | Process for application on principles of sustainability to architectural design | Y. Inobe | Kochi University of Technology |
| 28-1-8 | Modern Theory in Construction | Sat. 28 | 0930-0945 | K102 | Investigating value engineering application in Taiwan's construction industry | W.T. Chen | National Yunlin University of Science and Technology |
| 28-1-8 | Modern Theory in Construction | Sat. 28 | 0945-1000 | K102 | Analysis on recycing of materials for sustainability in landscape design | Y. Kira | Kochi University of Technology |
| 28-1-8 | Modern Theory in Construction | Sat. 28 | 1000-1015 | K102 | A value-engineering approach to select slab system for RC residential buildings | R. Husein | King Abdulaziz University |
| 28-1-8 | Modern Theory in Construction | Sat. 28 | 1015-1030 | K102 | Study on identifying feelings of local city in landscape design | S. Shinkai | Kochi University of Technology |
| 28-2-1 | Bridge Dyanamics | Sat. 28 | 1100-1115 | A101 | Study on dynamic response characteristics and identification of walking force on pedestrian bridges | T. Obata | Hokkaido University |
| 28-2-1 | Bridge Dyanamics | Sat. 28 | 1115-1130 | A101 | Vibration of bridges due to moving high-speed train with 3-dimensional train model | S.I. Kim | Seoul National University |
| 28-2-1 | Bridge Dyanamics | Sat. 28 | 1130-1145 | A101 | Dynamic bridge behaviors due to high speed railway vehicles: K-TGV | S.H. Kim | Yonsei University |
| 28-2-1 | Bridge Dyanamics | Sat. 28 | 1145-1200 | A101 | Adaptive localized vibration control of large-scale or complex structures using multi-layer neural networks | B. Xu | Ibaraki University |
| 28-2-1 | Bridge Dyanamics | Sat. 28 | 1200-1215 | A101 | An approximate method for estimating impact force on beams considering local deformation | T. Shibata | Hokkaido University |
| 28-2-1 | Bridge Dyanamics | Sat. 28 | 1215-1230 | A101 | RC beam bridge damaged modal analysis and load capacity evaluation | D. Hu | Xi'an Highway University |
| 28-2-2 | Fatigue 2 | Sat. 28 | 1100-1115 | A104 | Fatigue strength of side gussets welded specimens | K. Yamada | Nagoya University |
| 28-2-2 | Fatigue 2 | Sat. 28 | 1115-1130 | A104 | Fatigue tests of load-carrying fillet welded cruciform joints with root gap | S. Kainuma | Nagoya University |
| 28-2-2 | Fatigue 2 | Sat. 28 | 1130-1145 | A104 | A study on fatigue crack initiation points in load-carrying type of cruciform fillet welded joints | T. Mori | Hosei University |
| 28-2-2 | Fatigue 2 | Sat. 28 | 1145-1200 | A104 | Fatigue behavior of tensile plates with inclined fillet welded ribs | K. Yamada | Nagoya University |
| 28-2-2 | Fatigue 2 | Sat. 28 | 1200-1215 | A104 | Flaw assessment of butt-welded joints | F. Fahimuddin | Tokyo Institute of Technology |
| 28-2-2 | Fatigue 2 | Sat. 28 | 1215-1230 | A104 | Prediction of fretting fatigue strength of prestressing tendon | T. Ueda | Hokkaido University |
| 28-2-3 | Composite 2 | Sat. 28 | 1100-1115 | A106 | Structural characteristics of composite two-I-girder bridges stiffened with diagonal cables | M. Izawa | Sumitomo Metal industries, Ltd |
| 28-2-3 | Composite 2 | Sat. 28 | 1115-1130 | A106 | Structural behaviors of composite box girder bridges according to the concrete deck casting sequences | H.G. Kwak | Korea Advanced Institute of Science and Technology |
| 28-2-3 | Composite 2 | Sat. 28 | 1130-1145 | A106 | Bond behavior of steel-epoxy open sandwich beams in bending | W.O. Oyawa | Kyoto University |
| 28-2-3 | Composite 2 | Sat. 28 | 1145-1200 | A106 | 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 |
| 28-2-3 | Composite 2 | Sat. 28 | 1200-1215 | A106 | Shear connection in steel-concrete composite bridge with full-depth precast deck | C.S. Shim | Seoul National University |
| 28-2-4 | Soil-structure interaction | Sat. 28 | 1100-1115 | A113 | Nonlinear analysis of laterally loaded reinforced concrete piles | R. Dhakal | University of Tokyo |
| 28-2-4 | Soil-structure interaction | Sat. 28 | 1115-1130 | A113 | Response analysis of reinforced concrete pier with pile footing considering nonlinear soil | T. Maki | Saitama University |
| 28-2-4 | Soil-structure interaction | Sat. 28 | 1130-1145 | A113 | Peak bedrock accelerations and soil amplification factors for buildings in Singapore | T. Balendra | National University of Singapore |
| 28-2-4 | Soil-structure interaction | Sat. 28 | 1145-1200 | A113 | Random critical seismic response analysis of the nonlinear interaction system using the weighted equivalent linearization techniques | Z. Kuang | Tongji University |
| 28-2-4 | Soil-structure interaction | Sat. 28 | 1200-1215 | A113 | Effect of foundation interaction on required seismic coefficient of single column RC piers | K. Hirao | Tokushima University |
| 28-2-4 | Soil-structure interaction | Sat. 28 | 1215-1230 | A113 | Code for design of "buildings and construction in seismically active regions" in Vietnam | D.B. Nguyen | Ministry of Construction |
| 28-2-5 | RC Slab | Sat. 28 | 1100-1115 | B101 | Spandrel beam effects on punching shear strength of reinforced concrete flat plates by finite element method - a parametric study | J.H. Doh | Griffith University |
| 28-2-5 | RC Slab | Sat. 28 | 1115-1130 | B101 | Punching tests of reinforced concrete flat slab with shear reinforcement | R.B. Gomes | Federal University of Goias |
| 28-2-5 | RC Slab | Sat. 28 | 1130-1145 | B101 | Analysis of reinforced concrete slabs under punching shear | P. Irawan | Nanyang Technological University |
| 28-2-5 | RC Slab | Sat. 28 | 1145-1200 | B101 | Reliance based design methods for partially reinforced SFRC structural members | U. Gossla | Braunschweig University of Technology |
| 28-2-5 | RC Slab | Sat. 28 | 1200-1215 | B101 | Damage of steel fibre reinforced concrete structures subjected to explosive loading | T.S. Lok | Nanyang Technological University |
| 28-2-5 | RC Slab | Sat. 28 | 1215-1230 | B101 | Experimental study on post-tensioned 3-continuous span slabs | J.H. Moon | Hannam University |
| 28-2-6 | Retrofit | Sat. 28 | 1100-1115 | B106 | Development of a system for evaluation of existing reinforced concrete structures | T. Iyoda | University of Tokyo |
| 28-2-6 | Retrofit | Sat. 28 | 1115-1130 | B106 | Comparison of the cracked section of cementitious beam being investigated by dye and NDT method | Y.C. Kan | Chaoyang University of Technology |
| 28-2-6 | Retrofit | Sat. 28 | 1130-1145 | B106 | 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 |
| 28-2-6 | Retrofit | Sat. 28 | 1145-1200 | B106 | Strengthening method of damaged reinforced concrete bridge slabs by Methyl Meta Acrilate (MMA) resin concrete | T. Tsutsumishita | Syusei Technical College |
| 28-2-6 | Retrofit | Sat. 28 | 1200-1215 | B106 | Electro-chemical technique for the repair of reinforced concrete | N. Otsuki | Tokyo Institute of Technology |
| 28-2-6 | Retrofit | Sat. 28 | 1215-1230 | B106 | Waterproof on roof be used by Acrylic resin | M.C. Chen | Chien-Hsin College of Technology and Commerce |
| 28-2-7 | Fresh concrete | Sat. 28 | 1100-1115 | B107 | Fluidizing effect of Polycarboxylate-based superplasticizers for several binding materials | A. Ohta | NBM Co., Ltd |
| 28-2-7 | Fresh concrete | Sat. 28 | 1115-1130 | B107 | Effect of superplasticizer on property of fresh mortar | T. Yamazaki | Kochi Univesity of Technology |
| 28-2-7 | Fresh concrete | Sat. 28 | 1130-1145 | B107 | influence of viscosity agent on the fluidity of cement paste | M. Hibino | University of Tokyo |
| 28-2-7 | Fresh concrete | Sat. 28 | 1145-1200 | B107 | Effect of mineral admixtures on rheological properties of equivalent self-compacting concrete mortar | A. Yahia | Taiheiyo Cement Corporation |
| 28-2-7 | Fresh concrete | Sat. 28 | 1200-1215 | B107 | Selection of appropriate discrete element model parameter for realistic simulation of self-compacting concrete | M.A. Noor | University of Tokyo |
| 28-2-7 | Fresh concrete | Sat. 28 | 1215-1230 | B107 | Numerical simulation of rheological tests of self-compacting concrete by discrete element method | M.A. Noor | University of Tokyo |
| 28-2-8 | Application of IT 1 | Sat. 28 | 1100-1115 | K102 | internet-based collaboration system for making standardized design data under awareness of environment | I. Mikami | Kansai University |
| 28-2-8 | Application of IT 1 | Sat. 28 | 1115-1130 | K102 | A diagnosis expert system attached with knowledge refinement function | M. Minagawa | Musashi Institute of Technology |
| 28-2-8 | Application of IT 1 | Sat. 28 | 1130-1145 | K102 | Graphically based resource planning for linear projects - the Polo system | R.Y. Huang | National Central University |
| 28-2-8 | Application of IT 1 | Sat. 28 | 1145-1200 | K102 | Efficient allocation of construction planning resources using optimized probabilistic discrete-choice models | O.O. Faniran | Deakin University |
| 28-2-8 | Application of IT 1 | Sat. 28 | 1200-1215 | K102 | The development of WWW-based expert system for construction project scheduling | W.Y. Lin | National Taiwan University |
| 28-2-8 | Application of IT 1 | Sat. 28 | 1215-1230 | K102 | Evaluation of computerized project planning and control system: a study of large contractors in Thailand | C. Charoenngam | Asian Institute of Technology |
| 28-3-1 | Struct Dynamics | Sat. 28 | 1330-1345 | A101 | Free torsional vibration analysis of continuous beams with thin-walled cross section | Y. Matsui | Hokkaido University |
| 28-3-1 | Struct Dynamics | Sat. 28 | 1345-1400 | A101 | Closed-form solution for the free vibration of a truss-core sandwich panel | T.S. Lok | Nanyang Technological University |
| 28-3-1 | Struct Dynamics | Sat. 28 | 1400-1415 | A101 | Determination of partial fixities of H-beam by natural frequency measurements | S.G. Lee | Chonnam National University |
| 28-3-1 | Struct Dynamics | Sat. 28 | 1415-1430 | A101 | Modal identification of a highly nonlinear system by shaking table test | Y.H. Joe | University of inchon |
| 28-3-1 | Struct Dynamics | Sat. 28 | 1430-1445 | A101 | Effects of axial deformation and axial force on vibration characteristics of tall buildings | S. Swaddiwudhipong | National University of Singapore |
| 28-3-1 | Struct Dynamics | Sat. 28 | 1445-1500 | A101 | Simulation of the container crane behaviour in emergency condition | D. Dinevski | University of Maribor |
| 28-3-1 | Struct Dynamics | Sat. 28 | 1500-1515 | A101 | On site monitoring study of a cable supported structure with viscoelastic dampers | K.C. Chang | National Taiwan University |
| 28-3-2 | Struct Analysis 1 | Sat. 28 | 1330-1345 | A104 | Large displacement analysis of thin-walled beam structures | P.H. Wang | Chung-Yuan University |
| 28-3-2 | Struct Analysis 1 | Sat. 28 | 1345-1400 | A104 | An element-free Galerkin formulation for three dimensional large strain plasticity | W. Barry | King Mongkut's University of Technology Thonburi |
| 28-3-2 | Struct Analysis 1 | Sat. 28 | 1400-1415 | A104 | Finite element analysis of rubberlike materials | A.C. Wijeyewickrema | Asian Institute of Technology |
| 28-3-2 | Struct Analysis 1 | Sat. 28 | 1415-1430 | A104 | On formulation of biaxial non-linear restoring force characteristics of structure using the theory of plasticity | Z. Gao | Tokyo Institute of Technology |
| 28-3-2 | Struct Analysis 1 | Sat. 28 | 1430-1445 | A104 | Hexahedral mesh generation of arbitrary 3-dimensional composite domain | T. Taniguchi | Okayama University |
| 28-3-2 | Struct Analysis 1 | Sat. 28 | 1445-1500 | A104 | Improved mesh partitioning for parallel substructure finite element computations | S.H. Hsieh | National Taiwan University |
| 28-3-2 | Struct Analysis 1 | Sat. 28 | 1500-1515 | A104 | Numerically stable simultaneous inverse iteration method with shift | H.J. Jung | Korea Advanced Institute of Science and Technology |
| 28-3-3 | Bridge Eng 2 | Sat. 28 | 1330-1345 | A106 | Some comments on current design practice of multi-girder steel bridges under vehicle loads in Thailand | T. Chaisomphob | Sirindhorn international Institute of Technology |
| 28-3-3 | Bridge Eng 2 | Sat. 28 | 1345-1400 | A106 | Mechanical behavior of high strength bolted tensile joints using waisted bolts | T. Yamaguchi | Osaka City University |
| 28-3-3 | Bridge Eng 2 | Sat. 28 | 1400-1415 | A106 | A research to evaluate the durability of existing bridge's bolted joint | G. Kobayashi | Katayama Stratech Corporation |
| 28-3-3 | Bridge Eng 2 | Sat. 28 | 1415-1430 | A106 | Nonlinear collision analysis of vehicles onto bridge guard fences | Y. Itoh | Nagoya University |
| 28-3-3 | Bridge Eng 2 | Sat. 28 | 1430-1445 | A106 | A new method for weigh-in-motion measurements of trucks using instrumented bridges | P. Warnitchai | Asian Institute of Technology |
| 28-3-3 | Bridge Eng 2 | Sat. 28 | 1445-1500 | A106 | Measurement of vehicle weight using truss bridges | T. Ojio | Nagoya University |
| 28-3-4 | Active/Isolate | Sat. 28 | 1330-1345 | A113 | Active control of seismic response of structures | M. Yoshikawa | Kochi National College of Technology |
| 28-3-4 | Active/Isolate | Sat. 28 | 1345-1400 | A113 | Experimental system design and verification for seismic-response control using an active mass damper | K.W. Min | University of inchon |
| 28-3-4 | Active/Isolate | Sat. 28 | 1400-1415 | A113 | Shaking table test of some modal control schemes for building structures | L.Y. Lu | National Kaohsiung First University of Science and Technology |
| 28-3-4 | Active/Isolate | Sat. 28 | 1415-1430 | A113 | Effects of vertical ground motion to seismically isolated friction bearing with hybrid loading tests | Y. Takahashi | Kyoto University |
| 28-3-4 | Active/Isolate | Sat. 28 | 1430-1445 | A113 | Nonlinear response spectra for bridges with sliding type isolation system | Y.S. Kim | Kumho Construction and Engineering, inc. |
| 28-3-4 | Active/Isolate | Sat. 28 | 1445-1500 | A113 | Application of low yield point steel devices for seismic protection of bridges | M. Abe | University of Tokyo |
| 28-3-5 | Comp/Cnct | Sat. 28 | 1330-1345 | B101 | Cracking of concrete deck at interior supports of continuous composite girder bridge | H.G. Kwak | Korea Advanced Institute of Science and Technology |
| 28-3-5 | Comp/Cnct | Sat. 28 | 1345-1400 | B101 | 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 |
| 28-3-5 | Comp/Cnct | Sat. 28 | 1400-1415 | B101 | Design of concrete dowel with penetrating reinforcing bar in a composite girder | T. Yoda | Waseda University |
| 28-3-5 | Comp/Cnct | Sat. 28 | 1415-1430 | B101 | Behaviour of beam-to-concrete steel tube column shear connections | E.T. Lee | Kyungdon University |
| 28-3-5 | Comp/Cnct | Sat. 28 | 1430-1445 | B101 | Rotational behaviour and failure investigation of composite joints in large scale tests | C. Odenbreit | Kaiserslautern University |
| 28-3-5 | Comp/Cnct | Sat. 28 | 1445-1500 | B101 | An experimental study on bending behavior of precast slab-wall connections in high-rise residential building | K. Park | University of Miryang |
| 28-3-5 | Comp/Cnct | Sat. 28 | 1500-1515 | B101 | Nonlinear structural analysis of open piled wharves and their seismic design criteria | H. El-Bakry | Ministry of Transport |
| 28-3-6 | CFRM | Sat. 28 | 1330-1345 | B106 | Experimental study on flexural bonding property of AFRP sheet glued on RC beams | Y. Kurihashi | Muroran Institute of Technology |
| 28-3-6 | CFRM | Sat. 28 | 1345-1400 | B106 | Effects of plate length of the strength of reinforced concrete beams bonded with CFRP plates | D.M. Nguyen | Nanyang Technological University |
| 28-3-6 | CFRM | Sat. 28 | 1400-1415 | B106 | Stress transfer and peeling-off behavior of continuous fiber reinforced sheet-concrete system | A. Kamiharako | Nagaoka University of Technology |
| 28-3-6 | CFRM | Sat. 28 | 1415-1430 | B106 | interaction behaviour between plate-adhesive-concrete and premature failures of FRP strengthened beams | D.M. Nguyen | Nanyang Technological University |
| 28-3-6 | CFRM | Sat. 28 | 1430-1445 | B106 | Analytical study on the behavior of concrete column strengthened with carbon fiber sheets | S.H. Lee | Yonsei University |
| 28-3-6 | CFRM | Sat. 28 | 1445-1500 | B106 | On the calculation of energy release rates for interfacial crack in FRP-strengthened structures | H. Yuan | Ibaraki University |
| 28-3-6 | CFRM | Sat. 28 | 1500-1515 | B106 | Axially-loaded glass-fiber reinforced plastic composite columns | S. Seangatith | Suranaree University of Technology |
| 28-3-7 | Admix & Recycle | Sat. 28 | 1330-1345 | B107 | The performance of recycled crushed concrete under repeated loading | A. Nataatmadja | Griffith University |
| 28-3-7 | Admix & Recycle | Sat. 28 | 1345-1400 | B107 | Waste concrete as coarse aggregate for high performance concrete | Y.W. Liu | National Chai-Yi Institute of Technology |
| 28-3-7 | Admix & Recycle | Sat. 28 | 1400-1415 | B107 | Self-compacting concrete containing mineral admixtures | D. Montgomery | University of Wollongong |
| 28-3-7 | Admix & Recycle | Sat. 28 | 1415-1430 | B107 | Uses of municipal solid waste ash as construction materials | K. Sisomphon | SIIT, Thammasat University |
| 28-3-7 | Admix & Recycle | Sat. 28 | 1430-1445 | B107 | Strength and durability of mortars containing Metakaolin from Thailand | S. Sayamipuk | Asian Institute of Technology |
| 28-3-7 | Admix & Recycle | Sat. 28 | 1445-1500 | B107 | A study of shrinkage of concrete containing palm oil fuel ash | T. Ishida | Universiti Teknologi Malaysia |
| 28-3-7 | Admix & Recycle | Sat. 28 | 1500-1515 | B107 | Effects of degree of sulfonation of a chemical admixture on the properties of cementitious materials | K.C. Hsu | National Taiwan Normal University |
| 28-3-8 | Application of IT 2 | Sat. 28 | 1330-1345 | K102 | Application of artificial neural network to forecast construction cost of buildings at the pre-design stage | S. Bhokkha | Asian Institute of Technology |
| 28-3-8 | Application of IT 2 | Sat. 28 | 1345-1400 | K102 | Study on possibilities to apply CALS for sustainable construction | K. Iwasada | Kochi Univesity of Technology |
| 28-3-8 | Application of IT 2 | Sat. 28 | 1400-1415 | K102 | Optimal project cost planning and controlling using risk-mitigation approach (RMA) | P.H. Lin | National Taiwan University |
| 28-3-8 | Application of IT 2 | Sat. 28 | 1415-1430 | K102 | Simulation: a medium for A/E/C integration in construction | M.R. Mahavazhi | Asian Institute of Technology |
| 28-3-8 | Application of IT 2 | Sat. 28 | 1430-1445 | K102 | Engineering information integration using XML | W.K. Tsao | National Taiwan University |
| 28-3-8 | Application of IT 2 | Sat. 28 | 1445-1500 | K102 | Minimizing the impacts of infrastructure expansions and renovations | M. Shami | Nanyang Technological University |
| 28-4-1 | Control/Fluid | Sat. 28 | 1530-1545 | A101 | Simple ATMD control for high-rise buildings under wind loads | V. Boonyapinyo | Thammasat University |
| 28-4-1 | Control/Fluid | Sat. 28 | 1545-1600 | A101 | Design and application of fluid damper for structural control | D.S. Hsu | National Cheng Kung University |
| 28-4-1 | Control/Fluid | Sat. 28 | 1600-1615 | A101 | Hydroelastic vibration of an eccentrically submerged cylindrical shell in a rigid vessel | K.H. Jeong | Korea Atomic Energy Research Institute |
| 28-4-1 | Control/Fluid | Sat. 28 | 1615-1630 | A101 | Three-dimensional analysis for liquid storage tanks using coupled FE-BE method | Y.M. Lim | Yonsei University |
| 28-4-1 | Control/Fluid | Sat. 28 | 1630-1645 | A101 | A new superlong floating bridge | E. Watanabe | Kyoto University |
| 28-4-1 | Control/Fluid | Sat. 28 | 1645-1700 | A101 | Snap loads in submerged floating tunnels | M. Sato | Hokkaido University |
| 28-4-1 | Control/Fluid | Sat. 28 | 1700-1715 | A101 | Finite element analysis for wave response of large floating structures | Y. Kajita | Y. Kajita |
| 28-4-2 | Struct Analysis 2 | Sat. 28 | 1530-1545 | A104 | Analysis and design of unbraced steel frames with bending about both column axes | M. Md.Tahir | University Technology Malaysia |
| 28-4-2 | Struct Analysis 2 | Sat. 28 | 1545-1600 | A104 | Modified dynamic inelastic analysis of structures using the modified Newton-Raphson method | S.D. Kim | Korea University |
| 28-4-2 | Struct Analysis 2 | Sat. 28 | 1600-1615 | A104 | Analysis of vierendeel truss by the total adjusting unbalanced moment coefficients and the leading matrices | M.H. Nam | Gyeongsang National University |
| 28-4-2 | Struct Analysis 2 | Sat. 28 | 1615-1630 | A104 | Ultimate lateral capacity for stability of multi-story steel frame by Pseudo-elastic approach | C.C. Chern | National Taiwan University |
| 28-4-2 | Struct Analysis 2 | Sat. 28 | 1630-1645 | A104 | The effect of intermediate stiffeners on the behavior of single equal leg angle struts | S.Y. Kim | Chonnam National University |
| 28-4-2 | Struct Analysis 2 | Sat. 28 | 1645-1700 | A104 | Finite element analysis of a connecting rod of PSC engine | A. Basu | University of Wollongong |
| 28-4-3 | Bridge Eng 3 | Sat. 28 | 1530-1545 | A106 | Design optimization of long-span king-post truss system | Y. Gong | University of Waterloo |
| 28-4-3 | Bridge Eng 3 | Sat. 28 | 1545-1600 | A106 | Creation of optimal forms of cable-stayed bridges based upon aesthetic measure | A. Ohta | Kyoto University |
| 28-4-3 | Bridge Eng 3 | Sat. 28 | 1600-1615 | A106 | Optimal topology selection of continuum structures with stress and displacement constraints | Q.Q. Liang | Victoria University of Technology |
| 28-4-3 | Bridge Eng 3 | Sat. 28 | 1615-1630 | A106 | Aesthetics - important aspect of sustainable development in bridge engineering | Z. Cywinski | Technical University of Gdansk |
| 28-4-3 | Bridge Eng 3 | Sat. 28 | 1630-1645 | A106 | investigations on lifecycle environmental impact and cost of bridges | L. Sunuwar | Nagoya University |
| 28-4-3 | Bridge Eng 3 | Sat. 28 | 1645-1700 | A106 | information protocol for design process of steel highway bridges | I. Mikami | Kansai University |
| 28-4-3 | Bridge Eng 3 | Sat. 28 | 1700-1715 | A106 | Visualization of product data models for highway bridges using VRML | I. Mikami | Kansai University |
| 28-4-4 | Passive | Sat. 28 | 1530-1545 | A113 | Response spectra of base-isolated structures | W. Shi | Tongji University |
| 28-4-4 | Passive | Sat. 28 | 1545-1600 | A113 | Energy-based performance evaluation of passive control systems for earthquake excitations | A.M. El-Abd | Saitama University |
| 28-4-4 | Passive | Sat. 28 | 1600-1615 | A113 | Behavior and strength of steel bearing wall with slits installed in building frame | T. Hitaka | University of Kyushu |
| 28-4-4 | Passive | Sat. 28 | 1615-1630 | A113 | A study on variable stiffness device having elastic non-linear characteristics | H. Suitsu | Nikken Sekkei |
| 28-4-4 | Passive | Sat. 28 | 1630-1645 | A113 | Failure diagnosis of viscoelastic dampers | R.Y. Tan | National Taiwan University |
| 28-4-4 | Passive | Sat. 28 | 1645-1700 | A113 | Response control structure with oil damper bracing system | O. Takahashi | Kozo Keikaku Engineering, inc. |
| 28-4-5 | RC Column1 | Sat. 28 | 1530-1545 | B101 | Limit deformation capacity of confined RC columns: Part 1 - theoretical consideration and experimental program | Y. Sun | Kyushu University |
| 28-4-5 | RC Column1 | Sat. 28 | 1545-1600 | B101 | Limit deformation capacity of confined RC columns | Y. Sun | Kyushu University |
| 28-4-5 | RC Column1 | Sat. 28 | 1600-1615 | B101 | Study for applicability of severed reinforcing bars to improve flexural ductility of RC column | H. Hotta | Tokyo Institute of Technology |
| 28-4-5 | RC Column1 | Sat. 28 | 1615-1630 | B101 | inelastic response behavior of partially prestressed concrete piers | W. Zatar | Saitama University |
| 28-4-5 | RC Column1 | Sat. 28 | 1630-1645 | B101 | An experimental study of reinforced concrete columns | Z.H. Xiong | The University of Hong Kong |
| 28-4-5 | RC Column1 | Sat. 28 | 1645-1700 | B101 | Effect of reinforcement volume on failure of T-shaped RC bridge piers under dynamic loading | K. Yokoi | Kochi National College of Technology |
| 28-4-6 | RC Beam | Sat. 28 | 1530-1545 | B106 | Shear resistance of prestressed concrete beams using high performance lightweight aggregates | J. Niwa | Tokyo Institute of Technology |
| 28-4-6 | RC Beam | Sat. 28 | 1545-1600 | B106 | Numerical study of reinforced concrete beams with externally web bonded horizontal steel plates | B.B. Adhikary | Saitama University |
| 28-4-6 | RC Beam | Sat. 28 | 1600-1615 | B106 | Damping prediction formulae for reinforced and partially prestressed concrete beams | S.H. Chowdhury | Griffith University |
| 28-4-6 | RC Beam | Sat. 28 | 1615-1630 | B106 | Behavior of reinforced concrete beams partially strengthened with external tendons | K.H. Tan | National University of Singapore |
| 28-4-6 | RC Beam | Sat. 28 | 1630-1645 | B106 | Experimental study on impact resistance of bending failure type of RC beams | T. Ando | Muroran Institute of Technology |
| 28-4-6 | RC Beam | Sat. 28 | 1645-1700 | B106 | Calculating method for capacity of cross-section of reinforced concrete members subject to combined biaxial bending and tension | Y.B. Li | Tianjin University |
| 28-4-6 | RC Beam | Sat. 28 | 1700-1715 | B106 | Compressive properties of concrete around the critical section of R/C columns under combined compression, bending and shear | N. Nakanishi | Nikken Sekkei |
| 28-4-7 | Mechanics | Sat. 28 | 1530-1545 | B107 | Stress analysis and cracking criteria of concrete under restraint drying shrinkage | Y. Aoki | Nagaoka University of Technology |
| 28-4-7 | Mechanics | Sat. 28 | 1545-1600 | B107 | Three-dimensional linkage element model method for damage evaluation of concrete | G.E. Vulpe | Yokohama National University |
| 28-4-7 | Mechanics | Sat. 28 | 1600-1615 | B107 | Effect of stress-path on the failure of concrete under tri-axial stress state | X. Sun | Nanyang Technological University |
| 28-4-7 | Mechanics | Sat. 28 | 1615-1630 | B107 | Modeling and computation of elasto-visco-plastic materials containing many randomly dispersed voids | K.K.H. Tseng | Nanyang Technological University |
| 28-4-7 | Mechanics | Sat. 28 | 1630-1645 | B107 | The characteristics of rheological fracture of rock | Y. Chen | Shanghai University |
| 28-4-7 | Mechanics | Sat. 28 | 1645-1700 | B107 | Structural performance of stabilised Papua New Guinea soil blocks | K.M.A. Hossain | PNG University of Technology |
| 28-4-7 | Mechanics | Sat. 28 | 1700-1715 | B107 | Bond in lightweight volcanic pumice concrete | K.M.A. Hossain | PNG University ofTechnology |
| 28-4-8 | Construction in General | Sat. 28 | 1530-1545 | K102 | innovative methods for quick fabrication and erection in industrialized building | A. Singh | University of Hawaii at Manoa |
| 28-4-8 | Construction in General | Sat. 28 | 1545-1600 | K102 | Performance of formwork for residential building construction in Saudi Arabia | A.M. Banafa | King Abdulaziz University |
| 28-4-8 | Construction in General | Sat. 28 | 1600-1615 | K102 | The investigation of construction fields for prevention of falsework failure | J.L. Kim | Chungbak National University |
| 28-4-8 | Construction in General | Sat. 28 | 1615-1630 | K102 | Construction automation system in Singapore | S.K. Ting | Nanyang Technological University |
| 28-4-8 | Construction in General | Sat. 28 | 1630-1645 | K102 | Productivity analysis and comparison of two tunnel constructions in the Taipei-Ilan expressway project | S.J. Guo | National Taiwan University |
| 28-4-8 | Construction in General | Sat. 28 | 1645-1700 | K102 | New method of underpass structure of railway used by steel elements | T. Moriyama | East Japan Railway Company |
| 28-4-8 | Construction in General | Sat. 28 | 1700-1715 | K102 | Automatic data collection technology in site-level materials management system | N.H. Pan | Chaoyang University of Technology |
| 29-1-1 | Project Handling & Management | Sun. 29 | 0900-0915 | A101 | Construction arbitration and alternative dispute resolution in Saudi Arabia | A. Sirajuddin | King Abdulaziz University |
| 29-1-1 | Project Handling & Management | Sun. 29 | 0915-0930 | A101 | A study on "the most advantageous bid" - a new approach of the Taiwan Government procurement method | T.S. Liao | Public Construction Commission |
| 29-1-1 | Project Handling & Management | Sun. 29 | 0930-0945 | A101 | Quality systems vs dispute and defects in construction | S.K. Saha | University of Western Sydney |
| 29-1-1 | Project Handling & Management | Sun. 29 | 0945-1000 | A101 | A study of decision model of deductible for the contractors' all risk insurance | P.C. Chiu | National Taiwan University |
| 29-1-1 | Project Handling & Management | Sun. 29 | 1000-1015 | A101 | Earthquake disaster reduction in urban area | Z. Xu | Tongji University |
| 29-1-1 | Project Handling & Management | Sun. 29 |
1015-1030 | A101 | Study on necessity and difficulty of construction of hub-airport in Japan | H. Akasaki | Kochi University of Technology |
| 29-1-1 | Project Handling & Management | Sun. 29 |
1030-1045 | A101 | Use of existing old school out of use for local community center of aged people by renovation | K. Mimoto | Kochi University of Technology |
| 29-1-2 | Structural Eng 3 | Sun. 29 | 0900-0915 | A104 | The influence of material properties on the deformation capacity of steel members | K. Satsukawa | Tokyo Institute of Technology |
| 29-1-2 | Structural Eng 3 | Sun. 29 | 0915-0930 | A104 | 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 |
| 29-1-2 | Structural Eng 3 | Sun. 29 | 0930-0945 | A104 | Nonlinear bending analysis of top- and seat-angle with double web-angle connections | A. Ahmed | Muroran Institute of Technology |
| 29-1-2 | Structural Eng 3 | Sun. 29 | 0945-1000 | A104 | Study on a seismic design method of steel bridge piers | S. Okashiro | NEW JEC inc. |
| 29-1-2 | Structural Eng 3 | Sun. 29 | 1000-1015 | A104 | inelastic behavior of a moment-resisting steel frame by pushover test | S.D. Kim | Korea University |
| 29-1-2 | Structural Eng 3 | Sun. 29 | 1015-1030 | A104 | Analysis of time-dependent deformation in concrete framed structures | K. Hirokawa | Japan information Processing Service Co., Ltd |
| 29-1-2 | Structural Eng 3 | Sun. 29 | 1030-1045 | A104 | An approach for damage identification of reinforced concrete structures | G. Xie | Okayama University |
| 29-1-3 | Bridge Eng 4 | Sun. 29 | 0900-0915 | A106 | Database of highway bridges' product data models using STEP | I. Mikami | Kansai University |
| 29-1-3 | Bridge Eng 4 | Sun. 29 | 0915-0930 | A106 | Knowledge based expert system for management of bridges with especial reference to Papua New Guinea | K.M.A. Hossain | PNG University of Technology |
| 29-1-3 | Bridge Eng 4 | Sun. 29 | 0930-0945 | A106 | Suggested inspection procedures for fracture critical members of bridges | P. Herabat | Asian Institute of Technology |
| 29-1-3 | Bridge Eng 4 | Sun. 29 | 0945-1000 | A106 | Optimization of maintenance planning for existing bridges by using bridge management system | A. Miyamoto | Yamaguchi University |
| 29-1-3 | Bridge Eng 4 | Sun. 29 | 1000-1015 | A106 | A nondestructive evaluation module of bridge management system | Y.F. Li | National Taipei University of Technology |
| 29-1-3 | Bridge Eng 4 | Sun. 29 | 1015-1030 | A106 | Ultrasonic nondestructive testing of thick steel plate containing a hot crack by double probe technique | H. Shirahata | Musashi Institute of Technology |
| 29-1-4 | Dynamic | Sun. 29 | 0900-0915 | A113 | integrated system of dynamic analysis and database of input waves for aseismic diagnosis of structures | T. Kitahara | Takenaka Corporation |
| 29-1-4 | Dynamic | Sun. 29 | 0915-0930 | A113 | 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 |
| 29-1-4 | Dynamic | Sun. 29 | 0930-0945 | A113 | Hybrid stress method for seismic nonlinear response analyses of RC frames | K. Sonoda | Osaka City University |
| 29-1-4 | Dynamic | Sun. 29 | 0945-1000 | A113 | An investigation of the coupled torsional-pounding responses of adjacent asymmetric structures | H. Hao | Nanyang Technological University |
| 29-1-4 | Dynamic | Sun. 29 | 1000-1015 | A113 | Behaviour of secondary structures under strong vertical ground motions | N. Chouw | Okayama University |
| 29-1-4 | Dynamic | Sun. 29 | 1015-1030 | A113 | 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 |
| 29-1-5 | RC Column 2 | Sun. 29 | 0900-0915 | B101 | Complete collapse test of reinforced concrete columns | K. Takiguchi | Tokyo Institute of Technology |
| 29-1-5 | RC Column 2 | Sun. 29 | 0915-0930 | B101 | Development of new seismic retrofitting methods on existing reinforced concrete columns | M. Kobayashi | East Japan Railway Company |
| 29-1-5 | RC Column 2 | Sun. 29 | 0930-0945 | B101 | Experimental study on ferrocement as an alternative material for strengthening reinforced concrete columns | Abdullah | Tokyo Institute of Technology |
| 29-1-5 | RC Column 2 | Sun. 29 | 0945-1000 | B101 | Nonlinear response of RC columns subjected to eccentric axial forces | S. Tsuchiya | University of Tokyo |
| 29-1-5 | RC Column 2 | Sun. 29 | 1000-1015 | B101 | Nonlinear 3D finite element approach for ductility requirements for RC bridge piers subjected to strong earthquake motions | A. Khairy Hassan | Saitama University |
| 29-1-6 | Shear | Sun. 29 | 0900-0915 | B106 | Code design equations for shear capacity of HSC beams | L.C.D. Shehata | Universidade Federal do Rio de Janeiro |
| 29-1-6 | Shear | Sun. 29 | 0915-0930 | B106 | Shear strength of member in high strength concrete | T. Wang | Tianjin University |
| 29-1-6 | Shear | Sun. 29 | 0930-0945 | B106 | Shear behavior of two span continuous high strength concrete deep beams | I.K. Fang | National Cheng Kung University |
| 29-1-6 | Shear | Sun. 29 | 0945-1000 | B106 | Behaviour of reinforced concrete corbels - an experimental study | M.C. Nataraja | Sri Jayachamarajendra College of Engineering |
| 29-1-6 | Shear | Sun. 29 | 1000-1015 | B106 | 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 |
| 29-1-6 | Shear | Sun. 29 | 1015-1030 | B106 | Reinforced concrete deep beams strengthened in shear | R.B. Gomes | Federal University of Goias |
| 29-1-6 | Shear | Sun. 29 | 1030-1045 | B106 | A study on arch mechanism to estimate ultimate shear strength of R/C columns | K. Nishimura | Tokyo Institute of Technology |
| 29-1-7 | Durability | Sun. 29 | 0900-0915 | B107 | New concepts for durability design of structural concrete | Y.N. Sheen | Natinal Kaohsiung Institute of Technology |
| 29-1-7 | Durability | Sun. 29 | 0915-0930 | B107 | An integrated computational system of mass/energy generation, transport and mechanics of materials and structures | T. Ishida | University of Tokyo |
| 29-1-7 | Durability | Sun. 29 | 0930-0945 | B107 | Multi-component based numerical simulation model of cement hydration | Q.H.D. Phan | University of Tokyo |
| 29-1-7 | Durability | Sun. 29 | 0945-1000 | B107 | Effect of transition zone of mass transport properties of cement composites | Y. Kato | University of Tokyo |
| 29-1-7 | Durability | Sun. 29 | 1000-1015 | B107 | Effects of chemical composition and diameter of binders of the ITZ in concrete | N. Otsuki | Tokyo Institute of Technology |
| 29-1-7 | Durability | Sun. 29 | 1015-1030 | B107 | Prediction model for corrosion rate of reinforcing steel bars in cracked concrete | E. Tsukahara | University of Tokyo |
| 29-1-7 | Durability | Sun. 29 | 1030-1045 | B107 | Experimental study on the corrosion mechanism of steel reinforcement near mortar joint | S. Miyazato | Tokyo Institute of Technology |
| 29-1-8 | Contract & Organization | Sun. 29 | 0900-0915 | K102 | A study on information structure in lump-sum contract | National Taiwan University | |
| 29-1-8 | Contract & Organization | Sun. 29 | 0915-0930 | K102 | Partnering perceptions and experiences: a snapshot of the UK construction sector | G. Holt | University of Wolverhampton |
| 29-1-8 | Contract & Organization | Sun. 29 | 0930-0945 | K102 | An application of partnering to infrastructure BOT projects | W.H. Ku | National Taiwan University |
| 29-1-8 | Contract & Organization | Sun. 29 | 0945-1000 | K102 | An economic analysis of construction lump-sum contracts | S.L. Tsai | National Taiwan University |
| 29-1-8 | Contract & Organization | Sun. 29 | 1000-1015 | K102 | Using utility analysis to determine a best selection method for choosing engineering consultants | I.Y. Lin | National Taiwan University |
| 29-1-8 | Contract & Organization | Sun. 29 | 1015-1030 | K102 | Design and build practice in the Singapore public sector | S.K. Ting | Nanyang Technological University |
| 29-1-8 | Contract & Organization | Sun. 29 | 1030-1045 | K102 | An economic analysis of the "or equal" clause for substitution specifications | K.Y. Lin | National Taiwan University |