| [K101] | Maruyama K. (Nagaoka University of Technology, Japan) : JCI Activities on Continuous Fiber Reinforced Concrete | 1-3 |
| [K102] | Tan K.H. (National University of Singapore, Singapore) : State-of-the-Art Report on Retrofitting and Strengthening by Continuous Fibers : Southeast Asian Perspective - status, Prospects and Research Needs | 1-13 |
| [K103] | Neale K.W., Labossiere P. (University of Sherbrooke, Canada) : State-of-the-Art Report on Retrofiting and Strengthening by Continuous Fibre in Canada | 1-25 |
| [K104] | Meier U. (Swiss Federal Laboratories for Materials Testing and Research, Switzerland) : Post Strengthening by Continuous Fiber Laminates in Europe | 1-41 |
| [K105] | Nanni A. (University of Missouri, USA) : Strengthening with FRP Composites : Non-Seismic Applications in the USA | |
| [K201] | Taerwe L. (University of Ghent, Belgium) : FRP Activities in Europe: Survey of Research and Applications | 1-59 |
| [K202] | Burgoyne C.J. (University of Cambridge, UK) : Rational Use of Advanced Composites in Concrete | 1-75 |
| [K203] | Seible F., Karbhari V., Burgueno R., Davol A., Wernli M. (University of California, San Diego, USA) : Design Issues with Carbon Fiber Composite Reinforced Concrete Structures | 1-89 |
| [K204] | Rizkalla S.H. (University of Manitoba, Canada) : A New Generation of Civil Engineering Structures and Bridges | 1-113 |
| [K205] | Machida A. (Saitama University, Japan) : Issues in Developing a Design Code for Concrete Stuructures with FRP | 1-129 |
| [1A01] | Otsuki N., Seki H., Kamiyoshi M. (Tokyo Institute of Technology, Japan) : Considerations on the Tensile Strength Test Method of FRP | 2-3 |
| [1A02] | Yamana M., Hamada Y., Nakata Y., Hattori A. (Hanshin Expressway Public Corporation, Japan) : Stochastic Study on the Tensile Strength of Large-Capacity Multiple-Tendon Systems Using FRP Cables | 2-11 |
| [1A03] | Morphy R., Shehata E., Rizkalla S.H. (University of Manitoba,Canada)@: Bent Effect on Strength of CFRP Stirrups | 2-19 |
| [1A04] | Ishihara K., Obara T., Sato Y., Ueda T., Kakuta Y. (Hokkaido University, Japan) : Evaluation of Ultimate Strength of FRP Rods at Bent-up Portion | 2-27 |
| [1A05] | Burgoyne C.J., Brown I.F. (University of Cambridge, UK) : Transverse Properties of Bulk Aramid Fibres | 2-35 |
| [1A06] | Tanano H., Masuda Y., Sakashita M., Oono Y., Nonomura K., Satake K. (Ministry of Construction, Japan) : Tensile Properties at High Temperatures of Continuous Fiber Bars and Deflections of Continuous Fiber Reinforced Concrete Beams under High-Temperature Loading | 2-43 |
| [1A07] | Sakashita M., Masuda Y., Nakamura K., Tanano H., Nishida I., Hashimoto T. (Building Materials Technology Laboratories Corporation, Japan) : Deflection of Continuous Fiber Reinforced Concrete Beams Subjected to Loaded Heating | 2-51 |
| [2A01] | Porter M.L., Mehus J., Young K.A., O'Neil E.F., Barnes B.A. (Iowa State University, USA) : Aging for Fiber Reinforcement in Concrete | 2-59 |
| [2A02] | Uomoto T., Nishimura T. (University of Tokyo, Japan) : Development of New Alkali Resistant Hybrid AGFRP Rod | 2-67 |
| [2A03] | Sheard P.A., Clarke J.L., Dill M.J., Hammersley G.P., Richardson D.M. (Euro-Projects (LTTC) Ltd., UK) : Eurocrete - Taking Account of Durability for Design of FRP Reinforced Concrete Structures | 2-75 |
| [2A04] | Devalapura R.K., Gauchel J.V., Greenwood M., Hankin A., Humphrey T. (Owens Coming Science and Technology Center, USA) : Long-Term Durability of Glass-Fiber Reinforced Polymer Composites in Alkaline Environments | 2-83 |
| [2A05] | GangaRao H., Vijay P.V. (West Virginia University, USA) : Aging of Structural Composites under Varying Environmental Conditions | 2-91 |
| [2A06] | Faza S.S., Wagner O., Deusser S., McKlaskey C. (Marshall Industries Composites, Inc., USA) : A New Generation of Fiber Reinforced Polymer Rebars for Concrete Reinforcement | 2-99 |
| [2A07] | Rostasy F.S. (Technical University Braunshweig, Germany) : On Durability of FRP in Aggressive Environments | 2-107 |
| [2A08] | Aslanova L.G. (Research, Design & Technological Institute for Concrete, Russia) : Corrosion Resistance of Non-Metallic Reinforcement Based of Basalt Fibers and Binders with of Waste of Chemical Industry | 2-115 |
| [3A01] | Sen R., Shahawy M., Rosas J., Sukumar S. (University of South Florida, USA) : Durability of AFRP & CFRP Pretensioned Piles in a Marine Environment | 2-123 |
| [3A02] | Sasaki I., Nishizaki I., Sakamoto H., Katawaki K., Kawamoto Y. (Ministry of Construction, Japan) : Durability Evaluation of FRP Cables by Exposure Tests | 2-131 |
| [3A03] | Tomosawa F., Nakatsuji T. (University of Tokyo, Japan) : Evaluation of ACM Reinforcement Durability by Exposure Test | 2-139 |
| [3A04] | Saadatmanesh H., Tannous F. (University of Arizona, USA) : Durability of FRP Rebars and Tendons | 2-147 |
| [3A05] | Nanni A., Boothby T.E., Cetin K.M., Shaw B.A., Bakis C.E. (The Pennsylvania State University, USA) : Environmental Degradation of Repaired Concrete Structure | 2-155 |
| [3A06] | Kato Y., Yamaguchi T., Nishimura T., Uomoto T. (University of Tokyo, Japan) : Computational Model for Deterioration of Aramid Fiber by Ultraviolet Rays | 2-163 |
| [3A07] | Guimaraes G.B., Burgoyne C.J. (Pontificia Universidade Catolica do Rio de Janeiro, Brazil) : Thermal Expansion Behaviour of Kevlar49 Yarns | 2-171 |
| [4A01] | Yamaguchi T., Kato Y., Nishimura T., Uomoto T. (University of Tokyo, Japan) : Creep Rupture of FRP Rods Made of Aramid, Carbon and Glass Fibers | 2-179 |
| [4A02] | Dolan C.W., Leu B.L., Hundley A. (University of Wyoming, USA) : Creep-Rupture of Fiber-Reinforced-Plastics in a Concrete Environment | 2-187 |
| [4A03] | Seki H., Sekijima K., Konno T. (Waseda University, Japan) : Test Method on Creep of Continuous Fiber Reinforcing Materials | 2-195 |
| [4A04] | Ando N., Matsukawa H., Hattori A., Mashima M. (Sumitomo Construction Co., Ltd., Japan) : Experimental Studies on the Long-Term Tensile Properties of FRP Tendons | 2-203 |
| [4A05] | Hikimura T., Sakai K., Okazaki S. (Sho-Bond Corporation, Japan) : Relaxation of Rope-Type Tendons Using Aramid Fibers | 2-211 |
| [4A06] | Rahman H., Adimi R., Crimi J. (National Research Council Canada, Canada) : Fatigue Behaviour of a Carbon FRP Grid Encased in Concrete | 2-219 |
| [4A07] | Odagiri T., Matsumoto K., Nakai H. (Sumitomo Construction Co., Ltd., Japan) : Fatigue and Relaxation Characteristics of Continuous Aramid Fiber Reinforced Plastic Rods | 2-227 |
| [4A08] | Fukushima T. Sakayama K., Hashimoto S. (Ministry of Construction, Japan) : Dynamic Behaviours of Continuous Carbon and Glass Fiber Reinforced Thermoplastics (CFRP and GFRP) for Recyclable Non-Metallic Reinforcements for Concrete Structures | 2-235 |
| [1D01] | Sakai Y., Ushijima S., Hayashi S., Sano T. (Aoki Corporation, Japan) : Mechanical Characteristics of Carbon Fiber Sheet with Methyl Methacrylate Resin | 2-243 |
| [1D02] | Toutanji H., Rey F. (University of Alabama in Huntsville, USA) : Durability Characteristics of Concrete Columns Wrapped with FRP Tow Sheets | 2-251 |
| [1D03] | Yagi K., Tanaka T., Sakai H., Otaguro H. (Mitsubishi Chemical Corporation, Japan) : Durability of Carbon Fiber Sheet for Repair and Retrofitting | 2-259 |
| [1D04] | Spadea G., Pantuso A. (University of Calabria, Italy) : Flexure Tests on FRP Composites | 2-267 |
| [1D05] | Saito S., Bolander J. (Kyushu University, Japan) : Numerical Analyses of Shrinkage Cracking Controlled by Carbon Fiber Nets | 2-275 |
| [2B01] | Alsayed S.H., Al-Salloum Y.A., Almusallam T.H. (King Saud University, Saudi Arabia) : Shear Design for Beams Reinforced by GFRP Bars | 2-285 |
| [2B02] | Niwa J., Hirai Y., Tanabe T. (Nagoya University, Japan) : Size Effect in the Shear Strength of Concrete Beams Reinforced with FRP Rods | 2-293 |
| [2B03] | Choi I., Niwa J., Tanabe T. (Hiroshima University, Japan) : Predicted Shear Resisting Mechanism of FRP Reinforced Concrete Beams by Lattice Model | 2-301 |
| [2B04] | Mizukawa Y., Sato Y., Ueda T., Kakuta Y. (Hokkaido University, Japan) : A Study on Shear Fatigue Behavior of Concrete Beams with FRP Rods | 2-309 |
| [2B05] | Kanakubo T., Shindo M. (University of Tsukuba, Japan) : Shear Behavior of Fiber-Mesh Reinforced Plates | 2-317 |
| [2B06] | Tomaszewicz A.J., Markeset G. (SINTEF Civil and Environmental Engineering, Norway) : Shear Transfer in Concrete Reinforced with FRP Bars | 2-325 |
| [2B07] | Kawaguchi N., Kuga H., Yoda T. (Kokushikan University, Japan) : Torsional Capacity of Non-Prestressed FRP Reinforced Concrete Members Subjected to Reversed Torsion | 2-333 |
| [3B01] | Achillides Z., Pilakoutas K., Waldron P. (University of Sheffield, UK) : Bond Behaviour of FRP Bars to Concrete | 2-341 |
| [3B02] | Hattori A., Kawasaki K., Miyagawa T., Fujii M. (Kyoto University, Japan) : Bond Behaviors of Carbon Fiber Strand and Aramid Fiber Deformed Bar | 2-349 |
| [3B03] | Tepfers R., Karlesson M. (Chalmers University of Technology, Sweden) : Pull-out and Tensile Reinforcement Splice Tests Using FRP C-bars | 2-357 |
| [3B04] | Takagi N., Kojima T., Iwamoto K., Inoue S. (Ritsumeikan University, Japan) : A Study on Bond of Continuous Fiber Rods Embedded in Beam Specimen | 2-365 |
| [3B05] | Kono S., Inazumi M., Kaku T. (Toyohashi University of Technology, Japan) : Bond Splitting Behavior of Reinforced Concrete Members Confined with CFRP Sheets | 2-373 |
| [3B06] | Shield C., French C., Retika A. (University of Minnesota, USA) : Thermal and Mechanical Fatigue Effects on GFRP Rebar-Concrete Bond | 2-381 |
| [3B07] | Wang Z., Goto Y., Joh O. (Hokkaido University, Japan) : Bond Characteristic of FRP Rods and Effect on Long Term Deflection of Concrete Beams | 2-389 |
| [3B08] | Reinhardt H.W., Gollas L., Weiler B., Grosse C., Eberle K. (Universitat Stuttgart, Germany) : Non-destructive Assessment of Bond Deterioration of Aramid in Reinforced and Prestressed Concrete | 2-397 |
| [4B01] | Benmokrane B., Tighiouart B., Theriault M. (University of Sherbrooke, Canada) : Bond Strength of FRP Rebar Splices | 2-405 |
| [4B02] | El-Nawawy O.A. (Ain Shams University, Egypt) : The Use of Reinforced Plastic Rebars in Concrete Buildings in the Arab World | 2-413 |
| [4B03] | Achillides Z., Pilakoutas K., Waldron P. (University of Sheffield, UK) : Modelling of FRP Rebar Bond Behaviour | 2-423 |
| [4B04] | Joh O., Wang Z., Goto Y. (Hokkaido University, Japan) : Experimental Study on Bond Cracking Performance of FRP Reinforced Concrete | 2-431 |
| [4B05] | Zhao W., Pilakoutas K., Waldron P. (University of Sheffield, UK) : FRP Reinforced Concrete: Cracking Behaviour and Determination | 2-439 |
| [4B06] | Kobayashi K., Rahman H., Fujisaki T. (Fukui University, Japan) : Crack Width Prediction for NEFMAC-Reinforced Flexural Members | 2-447 |
| [4B07] | Aiello M.A., Ombres L. (University of Lecce, Italy) : Flexural Behaviour of FRP Reinforced Concrete Beams under Service Conditions | 2-455 |
| [5D01] | Cosenza E., Greco C., Manfredi G., Pecce M. (Universita di Napoli Federico II, Italy) : Flexural Behaviour of Concrete Beams Reinforced with Fiber Reinforced Plastic (FRP) Bars | 2-463 |
| [5D02] | Almusallam T.H., Al-Salloum Y.A., Alsayed S.H., Amjad M.A. (King Saud University, Saudi Arabia) : Behavior of Concrete Beams Doubly Reinforced by FRP Bars | 2-471 |
| [5D03] | Duranovic N., Pilakoutas K., Waldron P. (University of Sheffield, UK) : Tests on Concrete Beams Reinforced with Glass Fibre Reinforced Plastic Bars | 2-479 |
| [5D04] | Tan K.H. (National University of Singapore, Singapore) : Behaviour of Hybrid FRP-Steel Reinforced Concrete Beams | 2-487 |
| [5D05] | Brown V.L. (Widener University, USA) : Sustained Load Deflections in GFRP-Reinforced Concrete Beams | 2-495 |
| [5D06] | Swamy N., Aburawi M. (University of Sheffield, UK) : Structural Implications of Using GFRP Bars as Concrete Reinforcement | 2-503 |
| [5D07] | Zhao W., Pilakoutas K., Waldron P. (University of Sheffield, UK) : FRP Reinforced Concrete: Calculations for Deflections | 2-511 |
| [5D08] | Najjar S., Pilakoutas K., Waldron P. (University of Sheffield, UK) : Finite Element Analysis of GFRP Reinforced Concrete Beams | 2-519 |
| [6D01] | Duranovic N., Pilakoutas K., Waldron P. (University of Sheffield, UK) : FRP Reinforcement for Concrete Structures: Design Considerations | 2-527 |
| [6D02] | Najjar S., Pilakoutas K., Waldron P. (University of Sheffield, UK) : Case Studies of FRP Reinforced Concrete Elements | 2-535 |
| [6D03] | Sekijima K., Miyata K., Ihara T., Hayashi K. (Shimizu Corporation, Japan) : Study on Flexural Behavior of Fiber Reinforced Plastic-Concrete Composite Beam | 2-543 |
| [6D04] | Jaeger L.G., Mufti A.A., Tadros G. (Technical University of Nova Scotia, Canada) : The Concept of the Overall Performance Factor in Rectangular-Section Reinforced Concrete Beams | 2-551 |
| [6D05] | Matthys S., Taerwe L. (University of Ghent, Belgium) : Punching Tests on Concrete Slabs Reinforced with FRP Grids | 2-559 |
| [6D06] | El-Ghandour A.W., Pilakoutas K., Waldron P. (University of Sheffield, UK) : Behaviour of FRP Reinforced Concrete Flat Slabs | 2-567 |
| [6D07] | Charleson K., Abdelrahman A., Rizkalla S.H., Saltzberg W. (University of Manitoba, Canada) : Behaviour of a Model Concrete Bridge Deck Reinforced by CFRP | 2-575 |
| [5B01] | Mochizuki S. (Musashi Institute of Technology, Japan) : On Slip Strength of Grid Intersection of Two dimensional Grid Type FRP | 2-583 |
| [5B02] | Bakis C.E., Engel R.S., Nanni A., Croyle M.G. (Pennsylvania State University, USA) : FRP Grid Design and Testing | 2-591 |
| [5B03] | Kuhara T., Sekijima K., Shinmyo M., Konno T. (Shimizu Corporation, Japan) : Grid Continuous Fiber Reinforcements for Shield-Cuttable Tunnel-Wall System | 2-599 |
| [5B04] | Yamakawa T., Zhong P., Fujisaki T. (University of the Ryukyus, Japan) : Elastoplastic Behavior of Hybrid R/C Columns with CFRP Grids | 2-607 |
| [5B05] | Wakameda H., Makitani E., Shindo K., Zhang Y. (Kanto Gakuin University, Japan) : Flexural Behavior of Concrete Members with Two and Three Dimensional FRP Reinforcements | 2-615 |
| [5B06] | Bank L.C., Shapira A. (University of Wisconsin-Madison, USA) : Structural and Construction Aspects of Novel Multidimensional Reinforcements for Concrete | 2-623 |
| [5B07] | Sugiyama T., Tsuji Y., Hashimoto C. (Gunma University, Japan) : The Response of a Chemically Prestressed Concrete Beam with Lattice-Form FRP in the Flexural Strength Test | 2-631 |
| [5B08] | Yamasaki T., Idemitsu T. (Kyushu Institute of Technology, Japan) : Study on the Two-Dimensional Chemical Prestressed Concrete Thin Panel with CFRP Tendon and High Expansive Agent | 2-639 |
| [2D01] | Soudki K., Green M., Clapp F. (University of Waterloo, Canada) : Long-Term Behaviour of Concrete Beams Prestressed with Carbon Fibre Tendons | 2-647 |
| [2D02] | Satake K., Nonomura K., Tanano H., Sakashita M., Masuda Y., Oono Y. (Usamigumi Corporation, Japan) : Long-Term Deflection of Continuous Fiber Prestressed Concrete Beams | 2-655 |
| [2D03] | Niitani K., Tezuka M., Tamura T. (Oriental Construction Co., Ltd., Japan) : Flexural Behaviour of Prestressed Concrete Beam Using AFRP Pre-tentioning Tendons | 2-663 |
| [2D04] | Grace N.F., Sayed G.A. (Lawrence Technological University, USA) : Behavior of Externally/Internally Prestressed Concrete Composite Bridge System | 2-671 |
| [2D05] | Naaman A.E., Park S.Y. (University of Michigan, USA) : Shear Behavior of Concrete Beams Prestressed with CFRP Tendons : Preliminary Tests Evaluation | 2-679 |
| [2D06] | Dowden D.M., Dolan C.W. (University of Wyoming, USA) : Comparison of Experimental Shear Data with Code Predictions for FRP Prestressed Beams | 2-687 |
| [3D01] | Adachi Y., Hayashida M., Sakai H., Mashima M., Miyagawa T. (Ministry of Construction, Japan) : Strengthening of Prestressed Concrete Segmental T-Beam Bridges Using FRP External Prestressing Systems | 2-695 |
| [3D02] | Zou X.W., Gowripalan N., Gilbert R.I. (University of New South Wales, Australia) : Transmission Length of AFRP Tendons in Concrete Beams | 2-703 |
| [3D03] | Khin M., Takewaka K., Matsumoto S., Idemitsu T. (Kagoshima University, Japan) : Experimental Study on Friction Factor for FRP Tendons in Pretensioned Prestressed Concrete Members | 2-711 |
| [3D04] | Harada T., Soeda M., Enomoto T., Tokumitsu S., Khin M., Idemitsu T. (Nagasaki University, Japan) : Behavor of Anchorage for FRP Tendons Using Highly Expansive Material under Cyclic Loading | 2-719 |
| [3D05] | Benmokrane B., Chennouf A. (University of Sherbrooke, Canada) : Tensile Characteristics and Bond Properties of AFRP and CFRP Tendons for Ground Anchor Applications | 2-727 |
| [3D06] | Koga M., Otaguro H., Hisabe N., Kawamoto Y., Maeda H., Shigeishi M., Ohtsu M. (Obayashi Corporation, Japan) : Cable-Stayed Prestressed Concrete Bridge Suspended by CFRP-Rod Cables with a Newly Developed Compound-Type Anchor System | 2-735 |
| [4D01] | Zou X.W., Gowripalan N., Gilbert R.I. (University of New South Wales, Australia) : Short Term Behaviour of Concrete Beams Prestressed with CFRP Tendons | 2-743 |
| [4D02] | Yonekura A., Tazawa E., Zhou P. (Hiroshima University, Japan) : Flexural Characteristics of Prestressed Concrete Beams Using FRP Pipes or FRP Rods | 2-751 |
| [4D03] | Lees J.M., Burgoyne C.J. (University of Cambridge, UK) : Rigid Body Analysis of Concrete Beams Pre-Tensioned with Partially-Bonded AFRP Tendons | 2-759 |
| [4D04] | Abdelrahman A., Rizkalla S.H., Tadros G.B. (University of Manitoba, Canada) : Deformability of Flexural Concrete Members Prestressed with FRP | 2-767 |
| [4D05] | Matsuo M., Kojima T., Takagi N., Iwamoto K. (Ritsumeikan University, Japan) : Flexural Fatigue Behavior of Prestressed Concrete Beams with Non-Metallic Fiber Tendon under Water | 2-775 |
| [4D06] | Taniguchi H., Mutsuyoshi H., Kita T., Machida A. (Hazama Corporation, Japan) : Flexural Behavior of Externally Prestressed Concrete Beams Using CFRP and Aramid Rope under Static and Dynamic Loading | 2-783 |
| [4D07] | Manabe H., Kanaumi S., Inoue S., Miyagawa T. (Fuji P.S. Corporation, Japan) : The Ultimate Strength of PC Segmental T-Girders Using an FRP External Prestressing System | 2-791 |
| [5A01] | GangaRao H., Vijay P.V. (West Virginia University, USA) : Design of Concrete Members Reinforced with GFRP Bars | 1-143 |
| [5A02] | Narum K., Hoyland K. (Dr. techn. Olav Olsen a.s, Norway) : Analysis and Design Recommendations for FRP Reinforced Concrete | 1-151 |
| [5A03] | Mostofinejad D., Razaqpur A.G. (Carleton University, Canada) : Critical Analysis of Current Shear Design Methods for FRP Reinforced Concrete Beams | 1-159 |
| [5A04] | Uomoto T., Hattori A., Maruyama K., Machida A. (University of Tokyo, Japan) : Notes on The "Proposed Quality Standards for Continuous Fiber Reinforcing Materials" (JSCE-E131-1995) | 1-167 |
| [5A05] | Kakuta Y., Mutsuyoshi H., Shima H. (Hokkaido University, Japan) : New Structural Design Method for Concrete Members Using Continuous Fiber Reinforcing Material | 1-175 |
| [5A06] | Tsuji Y., Umehara H., Hattori A., Uomoto T., Machida A. (Gunma University, Japan) : Japanese Recommendation for Design and Construction of Continuous Fiber Reinforced Concrete in Public Works -Part2 Construction- | 1-187 |
| [5A07] | Karbhari V.M., Seible F. (University of California, San Diego, USA) : Durability and Systems Level Design Guidelines for the Use of Fiber Reinforced Composite Reinforcements in Civil Infrastructure | 1-191 |
| [5A08] | Shimomura T., Amano R., Sato Y., Sekijima K., Hironaka Y. (Nagaoka University of Technology, Japan) : Life Cycle Assessment of CFR Concrete Structures | 1-199 |
| [1B01] | Hosotani M., Kawashima K., Hoshikuma J. (Taisei Corporation, Japan) : A Study on Confinement Effect of Concrete Cylinders by Carbon Fiber Sheets | 1-209 |
| [1B02] | Miyauchi K., Nishibayashi S., Inoue S. (Okayama Polytechnic College, Japan) : Estimation of Strengthening Effects with Carbon Fiber Sheet for Concrete Column | 1-217 |
| [1B03] | Pilakoutas K., Mortazavi A.A. (University of Sheffield, UK) : Ductility through External Lateral Confinement of RC Members with FRP | 1-225 |
| [1B04] | Watanabe K., Nakamura H., Honda Y., Toyoshima M., Iso M., Fujimaki T., Kaneto T., Shirai N. (Tokyu Construction Co., Ltd., Japan) : Confinement Effect of FRP Sheet on Strength and Ductility of Concrete Cylinders under Uniaxial Compression | 1-233 |
| [1B05] | Ohno S., Miyauchi Y., Kei T., Higashibata Y. (Takenaka Corporation, Japan) : Bond Properties of CFRP Plate Joints | 1-241 |
| [1B06] | Mikami H., Kishi N., Sato M., Matsuoka K. (Mitsui Construction Co., Ltd., Japan) : Strengthening Effects of Winding Materials on RC Columns Due to Axial Impact Loads | 1-249 |
| [1B07] | Kishi N., Sato M., Mikami H., Matsuoka K. (Muroran Institute of Technology, Japan) : Failure Behavior of RC Pier Models Strengthened with Winding Aramid Tapes Due to Lateral Impact Loads | 1-257 |
| [2C01] | Horiguchi T., Saeki N. (Hokkaido University, Japan) : Effect of Test Methods and Quality of Concrete on Bond Strength of CFRP Sheet | 1-265 |
| [2C02] | Brosens K., Van Gemert D. (Katholieke University Leuven, Belgium) : Anchoring Stresses Between Concrete and Carbon Fibre Reinforced Laminates | 1-271 |
| [2C03] | Maeda T., Asano Y., Sato Y., Ueda T., Kakuta Y. (Shimizu Corporation, Japan) : A Study on Bond Mechanism of Carbon Fiber Sheet | 1-279 |
| [2C04] | Yoshizawa H., Wu Z. (Tonen Corporation, Japan) : Analysis of Debonding Fracture Properties of CFS Strengthened RC Member Subject to Tension | 1-287 |
| [2C05] | Fukuzawa K., Numao T., Wu Z., Yoshizawa H., Mitsui M. (Ibaraki University, Japan) : Critical Strain Energy Release Rate of Interface Debonding between Carbon Fiber Sheet and Mortar | 1-295 |
| [2C06] | Nanni A., Bakis C.E., Boothby T.E. (Pennsylvania State University, USA) : Externally Bonded FRP Composites for Repair of RC Structures | 1-303 |
| [2C07] | Saadatmanesh H., Malek A.M. (University of Arizona, USA) : Prediction of Shear and Peeling Stresses at the Plate Ends of Beams Strengthened with FRP Plates | 1-311 |
| [2C08] | Wu Z., Matsuzaki T., Tanabe K. (Ibaraki University, Japan) : Interface Crack Propagation in FRP-Strengthened Concrete Structures | 1-319 |
| [3C01] | Takahashi Y., Sato Y., Ueda T., Maeda T., Kobayashi A. (Hokkai Gakuen University, Japan) : Flexural Behavior of RC Beams with Externally Bonded Carbon Fiber Sheet | 1-327 |
| [3C02] | Hisabe N., Sakai H., Otaguro H., Yagi K. (Mitsubishi Chemical Corporation, Japan) : Flexural Reinforcing Effect of Reinforced Concrete Slab Strengthened with Carbon Fiber Sheet under Oscillation Loading | 1-335 |
| [3C03] | He J.H., Pilakoutas K., Waldron P. (University of Sheffield, UK) : Strengthening of Reinforced Concrete Beams with CFRP Plates | 1-343 |
| [3C04] | Saafi M., Buyle-Bodin F.F. (Artois University, France) : Shear Capacity and Ductility of Reinforced Concrete Beams Strengthened by Plate Bonding | 1-351 |
| [3C05] | Shimbo H., Yamada K., Asai H., Iwata M., Yonekura A. (Kajima Co., Japan) : Aseismatic Retrofit of Concrete Piers with CFRP Ring and Expansive Concrete | 1-363 |
| [3C06] | MacRae G.A., Nosho K., Stanton J., Myojo T. (University of Washington, USA) : Carbon Fiber Retrofit of Rectangular RC Gravity Columns in Seismic Regions | 1-371 |
| [3C07] | Izumo K., Saeki N., Asamizu T., Shimura K. (Hokkaido University, Japan) : Strengthening Reinforced Concrete Beams by Using Prestressed Fiber Sheets | 1-379 |
| [3C08] | Nishizaki I., Sakamoto H., Sasaki I., Abe M., Jinnai T. (Ministry of Construction, Japan) : Bending Fatigue Test of Prestressed Concrete Beams Reinforced with Carbon Fiber Sheets in Water Environment | 1-387 |
| [4C01] | Collin B., Chabert A. (Public Laboratory for Public Works, France) : Performances of Carbon Fibers Tissue/Epoxy Resin Composites for Flexural Strengthening of Reinforced Concrete Beams | 1-395 |
| [4C02] | Okano M., Ohuchi H., Moriyama T., Matsumoto N., Wakui H. (Obayashi Corporation, Japan) : Carbon Fiber Retrofit of Railway Viaducts Columns | 1-403 |
| [4C03] | Masukawa J., Akiyama H., Saitou H. (Kajima Technical Research Institute, Japan) : Retrofit of Existing Reinforced Concrete Piers by Using Carbon Fiber Sheet and Aramid Fiber Sheet | 1-411 |
| [4C04] | Hakamada F. (Hanshin Expressway Public Corporation, Japan) : Experimental Study on Retrofit of RC Column using CFRP Sheet | 1-419 |
| [4C05] | Yanase T., Yanagisawa M. (Sato Kogyo Co. Ltd., Japan) : An Experimental Study on Existing Reinforced Concrete Columns Jacketed with Carbon Fiber Sheets | 1-427 |
| [4C06] | Lee H., Tomosawa F., Masuda Y., Kage T. (University of Tokyo, Japan) : Effect of CFRP Sheets on Flexural Strengthening of RC Beams Damaged by Corrosion of Tension Rebar | 1-435 |
| [4C07] | Kage T., Abe M., Lee H., Tomosawa F. (Ministry of Construction, Japan) : Effect of CFRP Sheets on Shear Strengthening of RC Beams Damaged by Corrosion of Stirrup | 1-443 |
| [4C08] | Noguchi T., Tomosawa F., Lee H., Kage T. (University of Tokyo, Japan) : Effect of CFRP Sheets on Shear Strengthening of a Reinforced Concrete Column Damaged by Rebar Corrosion | 1-451 |
| [1C01] | Arduini M., Nanni A., Di Tommaso A., Focacci F. (University of Bologna, Italy) : Shear Response of Continuous RC Beams Strengthened with Carbon FRP Sheets | 1-459 |
| [1C02] | Kamiharako A., Maruyama K., Takada K., Shimomura T. (Nagaoka University of Technology, Japan) : Evaluation of Shear Contribution of FRP Sheets Attached to Concrete Beams | 1-467 |
| [1C03] | Funakawa I., Shimono K., Watanabe T., Asada S., Ushijima S. (Aoki Corporation, Japan) : Experimental Study on Shear Strengthening with Continuous Fiber Reinforcement Sheet and Methyl Methacrylate Resin | 1-475 |
| [1C04] | Taerwe L., Khalil H., Matthys S. (University of Ghent, Belgium) : Behaviour of RC Beams Strengthened in Shear by External CFRP Sheets | 1-483 |
| [1C05] | Umezu K., Fujita M., Nakai H., Tamaki K. (Sumitomo Construction Co., Ltd., Japan) : Shear Behavior of RC Beams with Aramid Fiber Sheet | 1-491 |
| [1C06] | Sato Y., Ueda T., Kakuta Y., Ono S. (Hokkaido University, Japan) : Ultimate Shear Capacity of Reinforced Concrete Beams with Carbon Fiber Sheet | 1-499 |
| [1C07] | Sato Y., Katsumata H., Kobatake Y. (Obayashi Corporation, Japan) : Shear Strengthening of Existing Reinforced Concrete Beams by CFRP Sheet | 1-507 |
| [1C08] | Araki N., Matsuzaki Y., Nakano K., Kataoka T., Fukuyama H. (Science University of Tokyo, Japan) : Shear Capacity of Retrofitted RC Members with Continuous Fiber Sheets | 1-515 |
| [5C01] | Triantafillou T.C. (University of Patras, Greece) : Shear Strengthening of Concrete Members Using Composites | 1-523 |
| [5C02] | Hutchinson R., Abdelrahman A., Rizkalla S.H., Smith G. (University of Manitoba, Canada) : Shear Strengthening Using FRP Sheets for a Highway Bridge in Manitoba, Canada | 1-531 |
| [5C03] | Nagasaka T., Okamoto T., Tanigaki M. (Tokai University, Japan) : Shear Strengthening Effectiveness of Aramid Fiber Tapes on Existing R/C Columns | 1-539 |
| [5C04] | Kataoka T., Araki N., Nakano K., Matsuzaki Y., Fukuyama H. (Konoike Construction Co., Ltd., Japan) : Ductility of Retrofitted RC Columns with Continuous Fiber Sheets | 1-547 |
| [5C05] | Katsumata H., Kobatake Y. (Obayashi Corporation, Japan) : Retrofit of Existing Reinforced Concrete Columns Using Carbon Fibers | 1-555 |
| [5C06] | Ono K., Matsumura M., Sakanishi S., Miyata K. (Kyoto University, Japan) : Strength Improvement of RC Bridge Piers by Carbon Fiber Sheet | 1-563 |
| [5C07] | Sirbu G., Kazuteru S., Sato Y., Ueda T., Kakuta Y. (Hokkaido University, Japan) : Seismic Resistance of Reinforced Concrete Pier with Carbon Fiber Sheet Retrofitting | 1-571 |
| [5C08] | Iso M., Matsuzaki Y., Sonobe Y., Nakamura H., Watanabe K., Watanabe M. (Tokyu Construction Co., Ltd., Japan) : Experimental Study on Seismic Behavior of Reinforced Concrete Columns with Wing Walls Retrofitted by Cabon Fiber Sheets | 1-579 |
| [6C01] | Pantelides C.P., Gergely I., Reaveley L.D., Nuismer R.J. (University of Utah, USA) : Rehabilitation of Cap Beam-Column Joints with Carbon Fiber Jackets | 1-587 |
| [6C02] | Thomas J., Emmons P.H., Vaysburd A.M. (Structural Preservation Systems, Inc., USA) : Strengthening with FRP Reinforcement in the U.S. -Experiments or Main Stream Technology? Contractor's Viewpoint | 1-597 |
| [6C03] | Fukuyama H., Nakai H., Tanigaki M., Uomoto T. (Ministry of Construction, Japan) : JCI State-of-the-art on Retrofitting by CFRM Part1. Materials, Construction and Application | 1-605 |
| [6C04] | Fujisaki T., Hosotani M., Ohno S., Mutsuyoshi H. (Shimizu Corporation, Japan) : JCI State-of-the-art on Retrofitting by CFRM -Researches- | 1-613 |
| [6C05] | Ueda T., Nakai H., Tottori S. (Hokkaido University, Japan) : JCI State-of-the-art Report on Retrofitting by CFRM -Guidelines for Design, Construction and Testing- | 1-621 |
| [6C06] | Spadea G., Bencardino F., Swamy N. (University of Calabria, Italy) : Strengthening and Upgrading Structures with Bonded CFRP Sheets Design Aspects for Structural Integrity | 1-629 |
| [6C07] | Swamy N., Mukhopadhyaya P., Lynsdale C. (University of Sheffield, UK) : Ductility Considerations in Using GFRP Sheets to Strengthen and Upgrade Structures | 1-637 |
| [6B01] | GangaRao H., Thippeswamy H.K., Kumar S.V., Franco J.M. (West Virginia University, USA) : Design, Construction and Monitoring of the First FRP Reinforced Concrete Bridge Deck in the United States | 1-647 |
| [6B02] | Grostad T., Haugerud S.A., Mathisen L.L., Clarke J.L. (Norsk Hydro ASA, Norway) : Case Studies within Eurocrete. Fender in Qatar and Bridge in Norway | 1-657 |
| [6B03] | Kawamoto Y., Morimoto A., Matsumoto K. (P. S. Corporation, Japan) : Construction of PC Bridge Using CFCC Tendons with Grout Anchor Method and Follow-up Check of Grout Anchor | 1-665 |
| [6B04] | Minato Y., Kobayashi M., Nishi T., Matsuno S., Onodera A., Kenya G., Yokoyama H. (Nishimatsu Construction Co., Ltd., Japan) : Mechanical Characteristics of Aramid FRP Flat Rod and the Application to the Prestressed Concrete Bridge | 1-673 |
| [6B05] | Kamal K. (R&D Establishment (Engineers), India) : Prefabricated FRP Tubes Filled with Syntheticwood Core for Co-Bonded Decks for Bridging System | 1-681 |
| [6B06] | Moriya T., Omomo J., Okawa Y. (Mitsui Construction, Japan) : Concept and Technical Issues of Electromagnetic-Insulated Buildings | 1-689 |
| [6B07] | Omomo J., Kamiyoshi M., Okawa Y. (Kumagai Gumi Co., Ltd., Japan) : Electric Insulation, Dielectric Properties and Electromagnetic Shielding Properties of Primary Construction Materials of Electromagnetic Insulated Buildings | 1-697 |
| [6B08] | Murano Y., Sumida A., Okawa Y. (Kandenko Co., Ltd., Japan) : Insulation Breakdown and Radiation Resistance of Primary Construction Materials for Electromagnetic Insulated Buildings | 1-705 |