Ref. No.	Title	Corresponding Author	Affiliation of Corresponding Author	All Authors
1	CRFP-ALUMINUM ALLOY COMPOSITE STRUCTURES: A NEW TYPE OF COMPOSITE STRUCTURES IN FUTURE	Lieping Ye	Department of Civil Engineering, Tsinghua University, Beijing, 100084, China	Lieping Ye, Peng Qian and Peng Feng
2	Strengthening of Concrete Structures with FRP Reinforcement	Petr Stepanek	Dept. of Concrete and Masonry Structures, Faculty of Civil Engineering, Brno University of Technology, 602 00 Brno, Czech Republic	Petr Stepanek, Jan Fojtl and David Horak
3	BEHAVIORS OF NEW GENERATION OF FRP BRIDGE DECK WITH OUTSIDE FILAMENT-WOUND REINFORCEMENT	Peng Feng	Department of Civil Engineering, Tsinghua University, Beijing, 100084, China	Peng Feng, Lieping Ye
4	Strength and Creep of Fiber Reinforced Conglomerate Composite Based on Polybutadiene Matrix	Dmitriy Beilin	Polymate Ltd- Israeli Research Center, R&D Manager, P.O.Box 73, Migdal-HaEmek, 23100, ISRAEL	Y. Borisov, Y. Potapov, D. Panfilov, O.Figovsky, D.Beilin
5	Australian Generic Retrofitting Guideline for Plating RC Beams and Slabs	Deric John Oehlers	The University of Adelaide, School of Civil and Environmental Engineering, Adelaide, SA 5005, Australia	Deric John Oehlers
6	Estimation of The Ductility of Web-bonded FRP Beams for The Assessment of Strengthened RC Exterior Joints	H. R. Ronagh	Division of Civil Engineering, The University of Queensland, QLD 4072, Australia	S.S. Mahini and H. R. Ronagh
7	EXPERIMENTAL STUDY ON FRP-CONCRETE HYBRID BEAMS	Peng Feng	Department of Civil Engineering, Tsinghua University, Beijing, 100084, China	Tianhong Li, Peng Feng, Lieping Ye
8	Severely Damaged URM Walls Retrofitted with FRP Strips Subjected to Out-of-plane Loading	R. Seracino, Craig R. Willis	School of Civil and Environmental Engineering, The University of Adelaide, Adelaide, SA 5005, Australia	C. R. Willis, Q. Yang, R. Seracino, S. H. Xia,  M.C. Griffith
9	Testing of an FRP Deck System for Moveable Bridges	Lei Zhao	CEE/UCF 2450, University of Central Florida, Orlando, FL 32816, U.S.A.	Lei Zhao, Jignesh S. Vyas and Marcus Ansley
10	Experimental Study on Concrete Columns Strengthened with CFRP Sheet Confinement under Eccentric Loading	Shuangyin Cao	College of Civil Engineering, Southeast University, Nanjing 210096, China	Shuangyin Cao, Denghu Jing and Ning Sun
11	Environmental Considerations in Using FRP Rebars in Concrete Pavements	Amnon Katz	Department of Civil and Environmental Engineering, National Building Research Institute, Technion-Israel Institute of Technology, Haifa 32000, Israel	Amnon Katz
12	Effect of Surface Deterioration on Stress Transfer Between Concrete and FRP Laminate	Amnon Katz	Department of Civil and Environmental Engineering, National Building Research Institute, Technion-Israel Institute of Technology, Haifa 32000, Israel	Amnon Katz
13	Residual Behavior of FRP Retrofitted RC Columns after being Subgected to Earthquake Damage	Bo Shan	College of Civil Engineering, Hunan University, Changsha City, Hunan Province 410082, China	Bo Shan, Yan Xiao and Zhengyu Huang
14	Theory of a New Method for Externally Anchored FRP Band Pre-Stressed Reinforcement	Jing Zhuo	ChongQing Communications Research & Design Institute, ChongQing 400067, P.R.China	Jing Zhuo and Tangning Li
15	Theoretical Study on Spalling Resistance of FRP Sheets Bonded to Bent Concrete Surface	Hong Yuan	Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, P.R.China	Hong Yuan and Renhuai Liu
16	Experimental Research on RC Beams Shear Strengthened with NSM FRP Strips	Jian Yao	Zheda Road 20, Zhe Jiang University, Hangzhou, Zhejiang 310027, P.R. China	QINGFEI JIA, JIAN YAO
17	Experimental Study on Fatigue Behavior of Tensile Steel Plates Strengthened with CFRP Plates	Yun Zheng	Department of Civil Engineering, Tsinghua University, Beijing, 100084, China	Yun Zheng, Lieping Ye, Xinzheng Lu and Qingrui Yue
18	Strengthening of Precast Prestressed Hollow Core Slabs with CFRP Wraps	M. H. Baluch	Dept. of Civil Engineering/Research Institute, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia	M. K. Rahman, A. H. Al-Gadhib, J. Mohiuddin and M.H.Baluch
19	Effect of Conner Radius on the Performance of Carbon FRP-Confined Rectangular Columns	Leiming Wang	Dept. of Building and Construction, Citiy University of Hong Kong, Tat Chee Avenue 83, Kowloon Hong Kong	Leiming Wang
20	Physico-chemical and Mechanical Behavior of Two Fiber Reinforced Repair Mortars	Amjad Mallat	Laboratoire de Mecanique des Sols, Structures et Materiaux, Ecole Centrale Paris, Grande Voie des Vignes, 92295 Chatenay-Malabry Cedex. France	Amjad MALLAT and Abdenour ALLICHE
21	Durability Assessment of Adhesives and Reinforcement at the GFRP-Wood Interface	Gary Raftery	Department of Civil Engineering, National University of Ireland, Galway, University Road, Galway, Ireland	Gary M. Raftery, Annette M. Harte, Peter D. Rodd
22	Mechanical-fastening of FRP Sheet for Flexural Strengthening of Reinforced Concrete Beams	Yue Huang	1003D, Floor 10, Hall 8, Student Residence of City Univeristy of Hong Kong, 22 Cornwall Street, Kowloon Tong, KLN, Hong Kong	Yue Huang
23	Hybrid FRP-Concrete Sandwich Bridge Deck	Thomas Keller	EPFL-CCLab, BP 2220 (BAT. BP) Station 16, CH-1015 Lausanne, Switzerland	Thomas Keller, Erika Schaumann, Till Vallée
24	Fatigue Process of Adhesively Bonded Joints from Pultruded GFRP Adherends	Thomas Keller	EPFL-CCLab, BP 2220 (BAT. BP) Station 16, CH-1015 Lausanne, Switzerland	Ye Zhang, Thomas Keller
25	Seismic Retrofitting of Reinforced Concrete Columns by Continuous Fiber Rope with Concrete Jacket	Takumi Shimomura	Department of Civil and Environmental Engineering, Nagaoka University of Technology, Nagaoka, Niigata 940-2188, Japan	Takumi Shimomura, Nguyen Hung Phong, Akihiro Matsumoto, Kenzo Sekijima, Kyuichi Maruyama
26	Effect of Adhesive Modulus on The Monotonic and Fatigue Behavior of Externally Bonded CFRP Strips	Kent A. Harries	Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh PA, USA 15261	Kent A. Harries, Andrew Zorn, Benjamin Reeve
27	Fatigue Behavior of Externally Bonded Steel Reinforced Polymer (SRP) for Retrofit of Reinforced Concrete	Kent A. Harries	Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh PA, USA 15261	Kent A. Harries, Patrick L. Minnaugh
28	Practical Use of Pull-off Strength Testing (ASTM 4541) for Assessing Quality of FRP-to-concrete Bond	Kent A. Harries	Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh PA, USA 15261	Kent A. Harries
29	Finite Element Analysis of FRP Debonding from Concrete Undergoing Global Mixed Mode I/II Loading	Baolin Wan	Department of Civil and Enviornmental Engineering, Marquette University, PO Box 1881, Milwaukee, WI  53201-1881	Baolin Wan and Zhenyu Ouyang
30	Deterioration Mechanism of Bond between CFRP Plate and Concrete in Moisture Environment	Baolin Wan	Department of Civil and Enviornmental Engineering, Marquette University, PO Box 1881, Milwaukee, WI  53201-1881	Zhenyu Ouyang and Baolin Wan
31	Numerical Simulation of Bond Deterioration between CFRP Plate and Concrete in Moisture Environment	Baolin Wan	Department of Civil and Enviornmental Engineering, Marquette University, PO Box 1881, Milwaukee, WI  53201-1881	Zhenyu Ouyang and Baolin Wan
32	A Case Study of Life Cycle Cost Based on a Real FRP Bridge	Itaru Nishizaki	1-6 Minamihara, Public Works Research Institute, Tsukuba, Ibaraki 305-8516, Japan	Itaru Nishizaki, Nobufumi Takeda, Yoshio Ishizuka,  Takumi Shimomura
33	Finite Element Modeling of Hybrid FRP-Concrete-Steel Tubular Columns under Axial Compression	Jin-Guang TENG	Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China	T. Yu, J. G. Teng, Y. L. Wong, S.L. Dong
34	Plate End Debonding in FRP-plated RC Beams with U-jacket Anchorage	Jin-Guang TENG	Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China	J.G. Teng and G.M. Chen
35	THEORETICAL MODEL FOR FRP-CONFINED CIRCULAR CONCRETE-FILLED STEEL TUBES UNDER AXIAL COMPRESSION	Jin-Guang TENG	Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China	J.G. Teng and Y.M. Hu
36	Debonding Failure in CFRP-strengthened Steel and Steel-concrete Composite Beams	Jin-Guang TENG	Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China	S.H. Xia, J.G. Teng
37	STRENGTHENING OF SHORT CIRCULAR RC COLUMNS WITH FRP JACKETS: A DESIGN PROPOSAL	Jin-Guang TENG	Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China	T. Jiang and J.G. Teng
38	FIRST APPLICATION OF THE STRESSHEAD SYSTEM FOR BRIDGE REHABILITATION IN THE U.S.	Manoochehr Zoghi	Civil Engineering Dept., The University of Dayton, 300 College Park Ave, Dayton, Ohio 45469-0243	Manoochehr Zoghi, Dean Foster, Wright Patterson and David White
39	Prediction of the Extended Fatigue Life of Strengthened Bridge Deck with FRPs	Hongseob Oh	Department of Civil and Enviornmental Engineering, Jinju National University, 150 Chilam-dong Jinju, Kyeongnam, 660-758 South Korea	Hongseob Oh, Jongsung Sim, Minkwan Ju
40	Strength Model for Intermediate Crack Debonding in FRP-Strengthened Concrete Members Considering Adjacent Crack Interaction	Jian-Fei Chen	Institute for Infrastructure and Environment, Edinburgh University, Room 3.07 AGB Building, The King's Buildings, Edinburgh EH9 3jf, UK	J.F. Chen, J.G. Teng, J. Yao
41	Compressive Stress-Strain Model of Axially Loaded FRP-Confined Concrete Circular Columns	Jiaru Qian	Department of Civil Engineering, Tsinghua University，Beijing 100084, China	Mingxue Liu and Jiaru Qian
42	An Analytical and Numerical Investigation of Debonding Problems in Beams Strengthened with Composite Materials	Fabrizio Greco	Department of Structural Engineering, University of Calabria, Arcavacata di Rende, Via Ponte Pietro Bucci 87030 RENDE (COSENZA), Italy	Domenico Bruno, Fabrizio Greco, Paolo Lonetti
43	Rehabilitation of Cracked Aluminum Structures with GFRP Composites Considering Fatigue	Chris P. Pantelides	Dept. of Civil and Envir. Engrg., Univ. of Utah, Salt Lake City, UT 84112, USA	Chris P. Pantelides and Justin D. Nadauld
44	Experimental study on CFRP-aluminum alloy composite pipes under axial compressive load	Lieping Ye	Department of Civil Engineering, Tsinghua University, Beijing, 100084, China	Peng Qian, Lieping Ye and Peng Feng
45	Strengthening Masonry Arches with Composites	Giulio Castori	Department of Civil and Environmental Engineering, University of Perugia, Via Duranti, 93-06125 Perugia, Italy	Giulio Castori, Antonio Borri, Skip Ebaugh and Paolo Casadei
46	Bond Strength of Carbon Fiber Reinforced Polymers on Concrete and Masonry	Baris Binici	Middle East Technical University, Department of Civil Engineering, 06531, Ankara, Turkey	Umit Serdar Camli and Baris Binici
47	Tests and Analysis Strings Anchorage of Aramide Fibers	Sylwester Kobielak	Building Engineering Institute, Wroclaw University of Technology, 27, wybrzeze Wyspianskiego 50-370 Wroclaw, Poland	Sylwester Kobielak, Zbigniew Malczewski
48	Principles of A Design Method of RC Columns Reinforced by CFRP	Jean-Luc Clément	Laboratoire Central des Ponts et Chaussees (LCPC)	Jean-Luc Clément, Krisztian verok
49	Prediction of failure Loads of FRP Pultruded profiles Using Closed-form Equations	Lawrence C. Bank	Department of Civil and Environmental Engineering, University of Wisconsin, Madison, WI 53706, USA	Linda M. Vanevenhoven, Carol K. Shield and Lawrence C. Bank
50	Analysis of Interfacial Stresses in Beams Strengthened with Prestressed Composite Laminates	Mohammad Al-Emrani	Department of Structural Engineering, Chalmers University of techology, 41892 Goteborg, Sweden	Al-Emrani, M. and Kliger, R.
51	Two Dimensional Evaluation of Patch Repairs of Structural Elements	Sameer Hamoush	Civil and Architectural Engineering, NC A&T State University, Greensboro, NC 27411	Sameer Hamoush, Maurice McNeal and Hisham Abdul-Fattah
52	Reinforcement Technology by Prestressed Carbon Fiber Reinforced Plastics (CFRP)	Shouping Shang	Civil Engineering College, Hunan University	Shouping Shang, Youngjun Jin, Hui Peng and Ming Wang
53	Slenderness Effects on Circular FRP-Wrapped Reinforced Concrete Columns	Luke A. Bisby	Dept. of Civil Eng. Ellis Hall, Queens University, Kingston, Ontario K7L 3N6, Canada	Jason Fitzwilliam and Luke A. Bisby
54	Use of Carbon-Fiber Reinforced Polymers in Slab-Column Connection Repair and Strengthening	Oguzhan Bayrak	10100 Burnet Road No. 177, Austin, TX 78758, USA	Widianto, Ying Tian, Jaime Argudo, Oguzhan Bayrak and James O. Jirsa
55	Composite Sandwich Wall Panels for Building Applications	Amir Fam	Deptment of Civil Engineering, Queen's University, Kingston, ON, Canada K7L 3N6	Waleed Shawkat, Hart Honickman and Amir Fam
56	EFFECTIVENESS OF DIFFERENT COMPOSITE MATERIALS FOR REPAIR OF STEEL BRIDGE GIRDERS	Amir Fam	Deptment of Civil Engineering, Queen's University, Kingston, ON, Canada K7L 3N6	Amr Shaat and Amir Fam
57	A Case Study on Life-cycle Assessment of Environmental Aspect of FRP Structures	Hirokazu Tanaka	Shimizu Corporation, 4-17 Etchujima 3-Chome, Kotoku, Tokyo, 1358530, Japan	Hirokazu Tanaka, Hitoshi Tazawa, Morio Kurita and Takumi Shimomura
58	Bending Strength of CFRP-strengthened Circular Hollow Steel Sections	Jimmy Haedir	Department of Civil Engineering, Monash University, Victoria 3800, Australia	J. Haedir, M. R. Bambach, X.-L. Zhao and R. H. Grzebieta
59	Optimized Processing Parameters for Pultrusion of Glass Fiber Reinforced Phenolic Composites for Structural Profiles	N. Bhatnagar	Dept. of mechanical Engineering and Centre for Polymer Science and Engineering, Indian Institute of Technology, Delhi, Hauz Khas, New Delhi-110016	N. Bhatnagar, Mukul Kaushik and I.K.Varma
60	EVALUATION OF THE CARRYING CAPACITY OF RC COLUMNS STRENGTHENED BY COMPOSITE MATERIALS	Marc Quiertant	Laboratoire Central des Ponts et Chaussees, 58 Boulevard Lefebvre, 75 732 Paris Cedex 15, France	Emmanuel Ferrier, Marc Quiertant and Patrice Hamelin
61	Supporting Conditions Effects in the Out-of-plane Behavior of URM Walls Strengthened with Externally Bonded FRP Strips	Oded Rabinovitch	Technion-Israel Institute of Technology, Faculty of Civil and Environmental Engineering, Haifa 32000, Israel	Ehab Hamed and Oded Rabinovitch
62	Shear Retrofit of Low Strength Reinforced Concrete Short Columns with GFRP Composites	Alper Ilki	Istanbul Technical University, Istanbul, Turkey	Alper Ilki, Idris Bedirhanoglu, Ismail Hakki Basegmez, Cem Demir and Nahit Kumbasar
63	NUMERICAL MODELING OF FRP SHEAR STRENGTHENED RC BEAMS USING COMPRESSION FIELD THEORY	Zhe Qu	Department of Civil Engineering, Tsinghua University, Beijing, 100084, China	Zhe Qu, Xinzheng Lu, Lieping Ye, Jianfei Chen and John Michael Rotter
64	Effects of Rebar Yielding on Load-carrying Behavior of Flexural Reinforced RC Beams with FRP Sheet	N. Kishi	Muroran Institute of Technology, Muroran 050-8585, Japan	N. Kishi, G.F.Zhang, H. Mikami and Y. Kurihashi
65	Nondestructive Evaluation of FRP Bonding by Shearography	Frederic Taillade	Laboratoire Central des Ponts et Chaussees, 58 Boulevard Lefebvre, 75 732 Paris Cedex 15, France	Frederic Taillade, Marc Quiertant and C. Tourneur
66	A Probabilistic Algorithm for The Prediction of Short-term Creep Strength in Adhesively Bonded Joints Between GFRP Pultruded Profiles	S. Haussner	Darmstadt Technical University, Civil Engineering Materials Department	F. Fassio and S. Haussner
67	Methodological considerations for reinforced concrete structures repair using CFPR sheets to post-tension the concrete	Jose Bellido de Luna	Baron Pierre de Couvbertain 43 Of 12 Santiago, Chile	José Antonio Bellido de Luna del Rosario
68	Use of FRP materials to restore concrete structures in Chile	Jose Bellido de Luna	Baron Pierre de Couvbertain 43 Of 12 Santiago, Chile	José Antonio Bellido de Luna del Rosario
71	Post-strengthening of Prestressed Concrete Beams Using Unstressed and Prestressed CFRP Strips	Masoud Motavalli	Empa, Structural Engineering Research Laboratory, Uberlandstrasse 129, 8600 Dubendorf, Switzerland	Mohammad Reza Aram, Masoud Motavalli and Christoph Czaderski
72	Enhancement of Shallow Depth Patches for Concrete Bridges using FRP Overlays	Ronald S. Harichandran	Department of Civil and Environmental Engineering, Michigan State University, East Lansing, MI 48824-1226, USA	Golrokh Nossoni, Ronald S. Harichandran and Rigoberto Burgueno
73	Natural Fibre Composites for Strengthening of Glued-laminated Timber in Tension Perpendicular to Grain	Alann Andre	Department of Civil and Environmental Engineering, Division of Structural Engineering, Lulea University of Technology, SE-971 87 Lulea, Sweden	Alann Andre, Helena Johnsson and Anders Carolin
74	Bond and Splice Behavior of High Modulus CFRP Materials Bonded to Steel Structures	S.Rizkalla	Constructed Facilities Laboratory, North Carolina State University, Campus Box 7533, 2414 Campus Shore Dr. Raleigh, NC 27695-7533	M. Dawood and S.Rizkalla
75	Bond Behavior of CFRP Strengthened Full-Scale Prestressed Concrete Bridge Girders	S.Rizkalla	Constructed Facilities Laboratory, North Carolina State University, Campus Box 7533, 2414 Campus Shore Dr. Raleigh, NC 27695-7533	O. Rosenboom and S.Rizkalla
76	Load Carrying Capacities of Pultruded FRP Sheet Piling	Yixin Shao	Department of Civil Engineering, McGill University, 817 Sherbrooke Street West, Montreal, Quebec H3A 2K6, Canada	Yixin Shao, Fabien Darchis
77	Strengthening Choices for the Repair and Retrofit of Concrete Bridge Structures with FRP	J.M.Eyre	Department of Architecture and Civil Engineering, University of Bath, Claverton Down, Bath, BA2 7AY, UK	J.M.Eyre, T.J.Ibell and A.Nanni
78	Intermediate Crack Debonding Analysis of Reinforced Concrete Beams Strengthened with Externally Bonded FRP Plates	Luciano Ombres	Department of Structural Engineering, University of Calabria, 87036 Arcavacata di Rende, Cosenza, Italy	Luciano Ombres
79	Anchorage of Carbon Fiber Reinforced Polymer Sheets with and without Height Transition	Sarah Orton	University of Texas at Austin, 6280 MeNeil Apt. 1508, Austin TX 78729	Sarah L. Orton, James O. Jirsa and Oguzhan Bayrak
80	Use of CFRP to Strengthen Poorly Detailed Reinforced Concrete Beams	Insung Kim	University of Texas at Austin, 2212 San Gabriel # 1508, Austin TX 78705	Insung Kim, James O. Jirsa and Oguzhan Bayrak
81	Retrofit of Concrete Panels with Prefabricated SFRC, SPRC and RC Plates	Idris Bedirhanoglu	Istanbul Technical University, Civil Engineering Faculty, Istanbul, Turkey	Idris Bedirhanoglu, Fundagul As, Cem Demir, Alper Ilki and Nahit Kumbasar
82	Response of No-Name Creek FRP Bridge to Static Loads, Moving Traffic Loads and Impact Traffic Loads	Youqi Wang	Department of Mechanical and Nuclear Engineering, Kansas State University, Manhattan, KS 66503	Eric Zhou, Youqi Wang, David Meggers and Jerry Plunkett
83	Serviceability of High Strength Concrete Beams with Internal FRP Reinforcement under Sustained Load	Shawn P. Gross	Department of Civil and Environmental Engineering, Villanova University, Villanova, PA 19085	Shawn P. Gross, Joseph Robert Yost and Jonathan Crawford
84	Strengthening of RC Beams with Prestressed Near Surface Mounted CFRP Rods	Moataz Badawi	Department of Civil Engineering, University of Waterloo, Canada	Moataz Badawi and Khaled Soudki
86	Laboratory and Field Testing of a 10-m FRP Deployable Bridge	R.G.Wight	Royal Military College of Canada, PO Box 17000, Station Forces Kingston, Ontario, K7K 7B4, Canada	D.Prentice, R.G.Wight and MA.Erki
87	Experimental Study on Behaviors of Concrete Beams Strengthened with External Prestressing CFRP Tendons	Zhi Fang	Yuelushan, Changsha, Hunan, 410082, China	Zhi Fang and Hongfang Li
88	Application of Newly Developed GFRP Stirrups for Shear Reinforcement of Concrete Beams	Jongsung Sim	Hanyang University, Ansan, Kyeonggi-do, Korea	Jongsung Sim, Cheolwoo Park, Sungjae Park and Min Kwan Ju
89	Flexural Behavior of Concrete Beams Reinforced with Newly Developed Deformed GFRP Bars	Jongsung Sim		Jongsung Sim, Cheolwoo Park and Hong-Seop Oh
90	Debonding Detection in CFRP Strengthened RC Beams Using Active Sensors	Hoon Sohn	Department of Civil and Environmental Engineering, Carnegie Mellon University, Pittsburgh, PA 15213	Seung Dae Kim, Chi Won In, Kelly E.Cronin, Hoon Sohn and Kent Harries
91	Durability of Steel Members Strengthened by CFRP Strips under Mechanical and Environmental Loading	Pierluigi Colombi	Department of Structural Engineering, Politecnico of Milan, Italy	Pierluigi Colombi, Giulia Fava and Carlo Poggi
92	Experimental and Numerical Study of the Debonding Mechanisms in Steel Beams Strengthened by CFRP Strips	Pierluigi Colombi	Department of Structural Engineering, Politecnico of Milan, Italy	Pierluigi Colombi, Paolo Dubini, Giulia Fava and Carlo Poggi
93	Wedge Anchorage for Loaded or Prestressed FRP	Stefan L.Burtscher	Vienna University of Technology, Institute for Structural Engineering, Karlsplatz 13/E212-Betonbau, A-1040 Vienna, Austria	Stefan L.Burtscher
94	IMPROVING THE BONDING AND DUCTILE BEHAVIOR OF FRP STRENGTHENED RC BEAMS	A. Davaran	the University of Tabriz, Tabriz, E. Azerbaijan, IRAN	H. Fatemi, A. Davaran and J. Esmaeili
95	FRP Upgrade of Concrete Girders to Support Flood Loads	Hakim Bouadi	Walter P Moore, Structural Diagnostics Services, 3131 Eastside, Second Floor, Houston, Texas 77098	Abdelhakim Bouadi, Eric Green and Narendra Gosain
96	Finite-Element Prediction of Debonding Failures in RC Beams Strengthened in Bending with NSM FRP Reinforcement	L.De Lorenzis	Department of Innovation Engineering, University of Lecce, Lecce, Italy	L.De Lorenzis and J.G.Teng
97	Analytical and Finite Element Prediction of Debonding Failures in RC Beams Strengthened in Shear with NSM FRP Reinforcement	L.De Lorenzis	Department of Innovation Engineering, University of Lecce, Lecce, Italy	L.De Lorenzis and A.Rizzo
98	Analytical and Finite Element Modeling of Bond of NSM FRP Reinforcement to Concrete	L.De Lorenzis	Department of Innovation Engineering, University of Lecce, Lecce, Italy	L.De Lorenzis and D.Galati
99	Performance and Design of FRP Anchors	Murat Saatcioglu	Department of Civil Engineering, University of Ottawa, Ottawa, Ontario, K1N 6N5, Canada	T. Ozbakkaloglu, M. Saatcioglu, S. Foo
100	Flexural Behavior of Reinforced Concrete Beams Strengthened with Near Surface Mounted CFRP Strips	Renata Kotynia	Department of Concrete Structures, Technical University of Lodz, Al. Plitechniki 6, 90-924 Lodz,Poland	Renata Korynia
101	Debond Characteristics of Carbon Fiber Laminates for Bridge Rehabilitation	M.Arockiasamy	Dept. of Civil Engineering, Florida Atlantic University, Boca Raton, FL 33431	M. Arockiasamy, M. Sivakumar, M. Shahawy
102	Applicability of Fiber Reinforced Plastics to Hydraulic Gates	Tomonori Tomiyama	Public Works Research Institute, 1-6 Minamihara, Tsukuba, Ibaraki, 305-8516, Japan	Tomonori TOMIYAMA and Itaru NISHIZAKI
103	Effects of Bonding Configuration of Aramid FRP Sheet on Shear Behavior of RC Beams	Guangfeng Zhang	Department of Civil Engieering and Architecture, Muroran Institute of Technology, Muroran 050-8585, Japan	G. F. Zhang, N.Kishi, H.Mikami
104	Repair/Strengthening of Corrosion Damaged Concrete Beams with Fiber Reinforced Polymers Sheets	A.H.Al-Saidy	Department of Civil and Architecture Engineering, Sultan Qaboos University, P.O.Box 33, Al-Khoud 123, Oman	A.H.Al-Saidy
105	Cyclic Response of Existing R.C. Columns Repaired or Retrofitted by Mean of FRP Jacketing Technique	Tommaso Albanesi	University of Roma Tre, Department of Structure (DIS), Via della Vasca Navale n 84, Rome, 00146, Italy	Tommaso Albanesi, F. Paolacci, S.Santini and C.Nuti
106	SEISMIC RETROFIT OF LARGE SCALE CIRCULAR RC COLUMNS WRAPPED WITH CFRP SHEETS	G.Wu	College of Civil Engineering, Southeast University, Nanjing, 210096, China	G.Wu, Z.S.Wu, Z.T.Lv and D.S. Gu
107	Prestressed SRP and CFRP Sheets for Strengthening Concrete Beams	R.G.Wight	Department of Civil Engineering, Royal Military College of Canada, POBox 17000, State Forces, Kingston, Ontario, K7K 7B4	D. Prentice, R.G. Wight and MA. Erki
108	Analysis of Debonding Failures in FRP-Strengthened Concrete Beams and Slabs	Kenneth W. Neale	Canada Research Chair in Advanced Engineered Material Systems, Department of Civil Engineering, University of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1	Kenneth W. Neale, U.A. Ebead, W. Elsayed, H. Abdel Baky, and A. Godat
109	Experimental Study of Effect of the Anchorage Treatment on Bond Capacity between FRP Sheets and Concrete under Fatigue Loading	Kentaro Iwashita	Ibaraki University, 4-12-1 Nakanarusawa-cho, Hitachi-shi, Ibaraki-ken, 316-8511JAPAN	Zhishen Wu, Kentaro Iwashita, Takashi Ishikawa and Yasumasa Hamaguchi
110	Experimental Study of FRP Wrapping for RC Bridge under Seismic Loads	Pierre Labossiere	University of Sherbrooke, 2500 blvd Universite, Dept Genie civil , Sherbrooke, Quebec, J1K 2R1, Canada	Eric St-Georges, Nathalie Roy, Pierre Labossiere, Jean Proulx and Patrick Paultre
111	Finite Element Analysis and Experimental Test Results of CFRP-Strengthened Flexural Members	Mohsen Issa	University of Illinois at Chicago, Department of Civil & Materials Engineering, 2095 Engineering Research Facility, (M/C 246), 842 West Taylor Street, Chicago, IL 60607	Mohsen Issa, Rajai Alrousan and Mohammad Alhassan
112	Bond-Slip Model for CFRP Sheets Bonded to Steel Plates	Riadh Al-Mahaidi	Monash University, Melbourne, Australia	Sabrina Fawzia, Xiao-Ling Zhao and Riadh Al- Mahaidi
113	Study on Bond Characteristics of CFRP/Steel Double-Lap Shear Joints at Subzero Temperature Exposure	Riadh Al-Mahaidi	Department of Civil Engineering, Monash University, Clayton Victoria 3800, Australia	Ahmed Al-Shawaf, Riadh Al-Mahaidi and  Xiao-Ling Zhao
114	Crack Propagation Analysis of CFRP Repaired Steel Plates Using Boundary Element Method	Riadh Al-Mahaidi	Monash University, Melbourne, Australia	Hongbo Liu, Xiao-Ling Zhao, and Riadh Al-Mahaidi
115	Shear Retrofit of Hollow Brick Walls with FRP Sheets	Idris Bedirhanoglu	Istanbul Technical University, Civil Engineering Faculty, Istanbul, 34469-Maslak-Istanbul-Turkey	Fundagul As, Idris Bedirhanoglu, Cem Demir, Alper Ilki and Nahit  Kumbasar
116	A finite elemet analysis on shear and normal stresses in adhesively-bonded joints of composite structures	Luciano Feo	Department of Civil Engineering, University of Salerno, 84084 Fisciano (SA), Italy	Luciano Feo and Francesco Ascione
117	Italian Design Guidelines for the Strengthening of Existing Civil Constructions Using Externally Bonded Fibre-Reinfored Polymers	Luciano Feo	Department of Civil Engineering, University of Salerno, 84084 Fisciano (SA), Italy	L. Ascione, A. Benedetti, A. Borri, A. Di Tommaso, L. Feo , R. Frassine, G. Manfredi, G. Monti, A. Nanni, M. Piazza, C. Poggi and E. Sacco
118	Long-Term Behaviour of CFRP Laminates: An Experimental Test	Geminiano Mancusi	Department of Civil Engineering, University of Salerno, 84084 Fisciano (SA), Italy	Francesco Ascione and Geminiano Mancusi
119	Effects of Bond Configurations on Flexural Response of RC Beams Externally Stregnthened with CFRP Sheets	Jiangguo Dai	LCM Research Center, Port and Airport Research Insititute,Yokosuka, Japan	Jiangguo Dai, Keisuke Sumiyoshi, Tamon Ueda, Hiroshi Yokota and Yasuhiko Stao
120	Behavior of Jute/Epoxy Composite Curved I-Beam under Bending Loading	Asad A. Khalid	Department of Mechenical Engineering, Faculty of Engineering, IIUM International University Malaysia, 53100, Gombak, Kuala Lumpur, Malaysia	Asad A. Khalid
121	Debonding of CFRP Laminates Externally Bonded to Concrete Specimens at Low and High Temperatures	Ernst Lucas Klamer	Eindhoven University of Technology, PO Box513, Eindhoven, Brabant, 5600MB, The Netherlands	Ernst Lucas Klamer, Dick Hordijk and Cees S. Kleinman
122	Structural Strengthening with Externally Bonded SCRP (Steel Cord Reinforced Polymer)	W.Figeys	Civil Engineering Department, Katholieke Universiteit Leuven Kasteelpark Arenberg40, B-3001 Heverlee, Belgium	Wine Figeys, Luc Schueremans, Dionys Van Gemert, Kris Brosens, Willem Dekeyser, Jeroen Gallens
123	Experimental Study on Creep Behavior of FRP-Concrete Interface	Zhishen Wu		Zhishen Wu, Takeshi Sasaki, Kentaro Iwasita, Takashi Ishikawa andYasumasa Hamaguchi
124	Ductility and Shear Strength Enhancement by Fiber Sheet with Large Fracturing Strain	Ueda Tamon	Division of Built Environment, Hokkaido University, Sapporo, Hokkaido, 060-8628, Japan	Ueda Tamon, Dhannyanto Anggawidjaja, Senda Mineo, Nakai Hiroshi and Dai Jiangguo
125	Flexural Testing of Spun-Cast Hollow Concrete Pile Sections Reinforced with CFRP Grid and Bars	H. R. (Trey) Hamilton III	Department of Civil and Coastal Engineering, University of Florida, 365 Weil Hall, Gainesville, FL 32611	Antonis Petrou Michael and H. R. (Trey) Hamilton III
126	Post-Buckling Behavior of FRP Composite Thin-Walled Members	Nuno Silva	Department of Civil Engineering, ICIST/IST, Technical University of Lisbon, Av.Rovisco Pars, 1049-001 Lisboa, Portugal	Nuno Freitas Silva, Nuno Silvestre, Dinar Camotim
127	Experimental and Numerical Analysis of the Structural Response of FRP-Strengthened Cold-Formed Steel Columns	Ben Young	Department of Civil Engineering, The University of Hongkong, Pokfulam Road, Hong Kong	Ben Young, Nuno Silvestre and Dinar Camotim
128	Structural Rehabilitation of an Off-System Bridge Using External Bonded CFRP Laminates	Nestore Galati	Center for Infrastructure Engineering Studies, 1870 Miner Circle, University of Missouri - Rolla, MO 65409-0710	Nestore Galati, Andrea Rizzo and Antonio Nanni
129	Increasing the Damaged Masonry Wall's Strength under Combined Loads with the Advanced FRP (Experimental Study)	Fantina Fangelova	University of Architecture, Civil Engineering and Geodesy, Sofia, Bulgaria	Fantina Fangelova and Dimitar Panichkov
130	Large-Size Reinforced Concrete Columns Strengthened with Carbon FRP: Validation of Existing Design Guidelines	Silvia Rocca	206 Engineering Research Laboratory, 1870 Miner Circle, University of Missouri-Rolla, Rolla, MO 65409-0710	Silvia Rocca, Nestore Galati and Antonio Nanni
131	Mechanical Properties of Cement Composites Reinforced by Short Curaua, Sisal and Coir Fibers	Flavio de Andrade Silva	Department of Civil Engineering, COPPE/UFRJ,Brazil	Flavio de Andrade Silva, Khosrow Ghavami and Romildo Dias Toledo Filho
132	Modeling of RC Square Hollow Piers Wrapped with CFRP	Gian Piero Lignola	Department of Structural Analysis and Design, University of Naples Federico II, Naples, ITALY	Gian Piero Lignola, Andrea Prota, Gaetano Manfredi and Edoardo Cosenza
133	Experimental and Theoretical Investigation on Shear Stress Reduction Treatment around the End of Prestressed Fiber Reinforced Polymer Sheets	Hemdan Okasha Ahmed Said	Department of Urban and Civil Engineering, Ibaraki University, Nakanarusawa-cho 4-12-1, Hitachi, Ibaraki, 316-8511	Hemdan Okasha Ahmed Said
134	Flexural Strengthening of 45-Year Old Reinforced Concrete Pedestrian Bridge Girders	Raafat El-Hacha	Department of Civil Engineering, University of Calgary, Calgary, Alberta, Canada	Raafat El-Hacha
135	Flexural Strengthening of Composite Steel-Concrete Girders Using Advanced Composite Materials	Raafat El-Hacha	Department of Civil Engineering, University of Calgary, Calgary, Alberta, Canada	Raafat El-Hacha and Nora Ragab
136	CFRP Confined Ultra High Strength Concrete Columns	Adnan R. Malik	School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia, 2052	Adnan R. Malik and Stephen J. Foster
137	Advanced Grid Stiffened FRP Tube Encased Concrete Cylinders	Guoqiang Li	Department of Mechanical Engineering, Louisiana State University, Baton Rouge, LA 70803	Guoqiang Li and Dinesh Maricherla
138	Hybrid Square FRP/Steel Grid Tube Confined Concrete Cylinders	Guoqiang Li	Department of Mechanical Engineering, Louisiana State University, Baton Rouge, LA 70803	Manu John and Guoqiang Li
139	Large-size Reinforced Concrete Columns Strengthened with Carbon FRP: Experimental Evaluation	Silvia Rocca	206 Engineering Research Laboratory, 1870 Miner Circle, University of Missouri-Rolla, Rolla, MO 65409-0710	Silvia Rocca, Nestore Galati and Antonio Nanni
140	CALIBRATION OF EUROCODE-LIKE EQUATION FOR THE CONCRETE CONTRIBUTION TO THE SHEAR CAPACITY OF FRP RC MEMBERS	Andrea Prota, Raffaello Fico	Dept. of Structural Analysis and Design, University of Naples Federico II, Naples, ITALY	Raffaello Fico, Andrea Prota, Renato Parretti, Gaetano Manfredi and Antonio Nanni
141	Feasibility Study of Thermoplastic Wrap for Bridge Protection	Nasim Uddin	Department of Civil and Environmental Engineering, University of Alabama at Birmingham, Birmingham, AL 35294-4440, USA	Nasim Uddin
142	Design and Manufacturing of Low Cost Thermoplastic Composite Bridge Superstructure	Nasim Uddin	Department of Civil and Environmental Engineering, University of Alabama at Birmingham, Birmingham, AL 35294-4440, USA	Abdul Moeed Abro, Nasim Uddin, Uday Vaidya
143	CFRP Prestressing Tendons: Solution Uptake and Swelling Effects	Paul Scott	S1 Office, Department of Engineering, University of Cambridge, Cambridge, Cambs, CB21PZ, United Kingdom	Paul Scott and Janet Lees
144	Rapid Construction of Concrete Bridge Deck Using Prefabricated FRP Reinforcement	Fabio Matta	220 Eng. Res. Lab., 1870 Miner Circ. Rolla, MO 65409-0710, USA	Fabio Matta, Antonio Nanni, Thomas E. Ringelstetter and Lawrence C. Bank
145	Experimental Research on The Prestressed Concrete Main Beams of Road Bridge Strengthened by CFRP Tapes Under Static Loads at Different Repair Stages	Zbigniew Manko	Wybrzeze Wyspianskiecd 27, Wrocla, 50370, Poland	Arkadiusz Mordak and Zbigniew Manko
146	Structural Health Monitoring of Degrading Concrete Beams in Laboratory Environment	Markus Bergström	Div. of Structural Engineering, Luea Unviersity of Technology, SE-971 87 Lulea, Sweden	Markus Bergström, Björn Täljsten
147	Concrete Beams Strengthened with NSMR - A Study of Anchor Lengths	Hakan Nordin	Department of Civil Engineering, Luea Unviersity of Technology, SE-971 87 Lulea, Sweden	Hakan Nordin
148	Probabilistic Design of FRP Strengthening of Concrete Structures	A. Carolin	Div. of Structural Engineering, Luea Unviersity of Technology, SE-971 87 Lulea, Sweden	A. Carolin
149	A Review of FRP-Strengthened RC Beam-Column Connections	S.T.Smith	Centre for Built Infrastructure Research, University of Technology, Sydney, PO Box 123, Broadway NSW 2007 Australia	S.T.Smith, R. Shrestha
150	Finite Element Modelling of FRP Shear Strengthened RC Beams	S.T.Smith	Centre for Built Infrastructure Research, University of Technology, Sydney, PO Box 123, Broadway NSW 2007 Australia	O.F.A.Otoom, S.T.Smith and S.J.Foster
151	PARAMETRIC ANALYSIS OF SHAPE EFFECTS IN CONCRETE COLUMNS CONFINED WITH FRP	Ricardo Carrazedo	São Carlos School of Engineering / University of São Paulo, São Paulo, SP, Brazil	Ricardo Carrazedo and João Bento de Hanai
152	Tests on FRP-strengthened Timber Joints	S.T.Smith	Centre for Built Infrastructure Research, University of Technology, Sydney, PO Box 123, Broadway NSW 2007 Australia	K.I. Crews and S.T.Smith
153	Artificial Neural Network Modeling of Confinement of Concrete Columns Retrofitted by Fiber Reinforced Polymer	Kourosh N. Nesheli		Kourosh N. Nesheli, Giorgio Monti and Zishen Wu
154	The study of the performance of present models for the concrete reinforced by CFRP sheets	Nourivand .A	Islamic Azad University of Shabestar ,Young Researchers Club , Iran	Nourivand .A, Shokri majolan .A  and Abbasi .S
155	Impact resistance of concrete models reinforced by polypropylene fibers	Nourivand .A	Islamic Azad University of Shabestar ,Young Researchers Club , Iran	Nourivand .A, Shokri majolan .A  and Abbasi .S
156	Influence of Radius of Corners in Concrete Columns Confined with FRP Sheets	Giuseppe Campione	Dipartimento di Ingegneria Strutturale e Geotecnica, Università di Palermo, Viale delle Scienze - 90128 Palermo, ITALY.	Giuseppe Campione, Nunzio Miraglia and Maurizio Papia
157	Development and Testing of New Carbon FRP Stirrups Used as Shear Reinforcement for Concrete Beams	Brahim Benmokrane	NSERC Research Chair in Innovative FRP Composite Materials for Infrastructures, ISIS Canada, Department of Civil Engineering, University of Sherbrooke,	Ahmed K. El-Sayed, Ehab El-Salakawy and Brahim Benmokrane
158	Fatigue Performance of Concrete Bridge Deck Slabs Reinforced With Glass FRP Composite Bars	Brahim Benmokrane	Department of Civil Engineering, Faculty of Engineering, University of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1	Amr El Ragaby, Ehab El-Salakawy and B. Benmokrane
159	Static and Fatigue Testing of Innovative All-Composite Bridge Deck Slab	Brahim Benmokrane	Department of Civil Engineering, Faculty of Engineering, University of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R2	R.J. Roy, B. Benmokrane, A.S. Debaiky and H. Borazghi
160	Analytical Investigations on New Continuous Reinforced Concrete Pavement (CRCP) Using GFRP Bars	Brahim Benmokrane	Department of Civil Engineering, Faculty of Engineering, University of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R3	Mohamed Eisa, Ehab El-Salakawy and Brahim Benmokrane
161	Indirect Crack Control Procedure for FRP-Reinforced Concrete Beams and One-Way Slabs	Carlos E. Ospina	Carlos E. Ospina, Senior Engineer, Design Coordinator (Latin American Region), Berger/ABAM Engineers Inc., Federal Way, WA, USA	Carlos E. Ospina and Charles E. Bakis
162	Characterization of Masonry Wallettes and Shear Triplet Specimens Retrofitted with GFRP Compoistes	S. Suriya Prakash	GRA, 326- Butler Carlton Hall, Dept. of Civil, Arch. & Env. Engineering, UMR, Missouri 65401, USA	S. Suriya Prakash and P. Alagusundaramoorthy
163	Numerical Study on Masonry Load Bearing Walls Retrofitted with FRP Composites	S. Suriya Prakash	GRA, 326- Butler Carlton Hall, Dept. of Civil, Arch. & Env. Engineering, UMR, Missouri 65401, USA	S. Suriya Prakash and P. Alagusundaramoorthy
164	Development of A Novel Flexible Concrete Arch	Su Taylor	School of Civil Engineering, Queens University, Belfast, BT9  5AG, N. Ireland	Su Taylor and AE Long
165	Composite Strengthening of Timber Electricity Poles	Su Taylor	School of Civil Engineering, Queens University, Belfast, BT9  5AG, N. Ireland	Su Taylor, GIB Rankin and  R Gilfillan
166	Evaluation of Crack Widths in Concrete Flexural Members Reinforced with FRP Bars	Charles E. Bakis	Dept. of Engineering Science and Mechanics, 212 EES Bldg., Penn State University, University Park, PA 16802	Charles E. Bakis, Carlos E. Ospinaa, Timothy E. Bradberry, Brahim Benmokrane, Shawn P. Gross, John P. Newhook and Ganesh Thiagarajan
167	Durability Approach for GFRP-Rebars	Andre Weber	Schöck Bauteile GmbH, Vimbucher Str. 2, 76534 Baden-Baden, Germany	Andre Weber
168	Strengthening Reinforced Concrete Beams by Fiber-Reinforced-Polymer	Ali Reza Sadat Barikani		Ali Reza Sadat Barikani
169	Estimation of the In-Situ Concrete Characteristics From Building Control Results	J.L.Clement	Laboratoire Central des Ponts et Chaussees, Paris, France	J.L.Clement
170	Axial Behavior of Circular Columns Confined with Fiber-Reinforced Polymer jackets	Azadeh Parvin	The University of Toledo, Department of Civil Engineering, Mail Stop Code 307, Toledo, OH 43606-3390, USA	Azadeh Parvin and Aditya S. Jamwal
171	Constitutive Model for Time Dependent Bonding and Debonding along FRP-Concrete Interface	Hesham Mohamed Ahmed Diab	Department of Urban & Civil Engineering, Ibaraki University, Nakanarusawa- cho, 4- 12- 1, Hitachi 316- 8511, Japan	Hesham M. Diab, Zhishen Wu
173	Numerical Analysis of Two-way Concrete Slabs with Openings Strengthened with CFRP	Björn Täljsten	Technical University of Denmark, Div. of Structural Engineering, DTU-Building 116, Brovej, DK-2800 Kgs. Lyngby, Denmark	Piotr Rusinowksi, Ola Enochsson, Björn Täljsten
174	Strengthening of Concrete Beams in Shear with Mineral Based Composites Laboratory tests and theory	Björn Täljsten	Technical University of Denmark, Div. of Structural Engineering, DTU-Building 116, Brovej, DK-2800 Kgs. Lyngby, Denmark	Björn Täljsten, Katalina Orosz and Thomas Blanksvärd
175	Structural Health Monitoring in Cold Climate of a CFRP Strengthened Concrete Hollow Box Girder Bridge	Björn Täljsten	Technical University of Denmark, Div. of Structural Engineering, DTU-Building 116, Brovej, DK-2800 Kgs. Lyngby, Denmark	Björn Täljsten, Arvid Hejll
176	Bond tests on concrete and masonry blocks externally bonded with CFRP	Francesca Ceroni	Department of Engineering, University of Sannio, P.zza Roma, 21, 82100 – Benevento – Italy	F. Ceroni and M. Pecce
177	Environmental Sensitivity and Defect Criticality in FRP Bond to Concrete Through A Fracture Mechanics Approach	Vistasp Karbhari	Department of Structural Engineering, University of California San Diego, MC-0085, Building 409 University Center, La Jolla, CA – 92093 0085	Rajiv Navada and Vistasp M. Karbhari
179	Load and Resistance Factor Design for FRP Strengthening of Concrete Structures	Vistasp Karbhari	Department of Structural Engineering, University of California San Diego, MC-0085, Building 409 University Center, La Jolla, CA – 92093 0087	Rebecca Atadero and Vistasp M. Karbhari
180	Analysis and Design of FRP Reinforced Concrete Columns	Issam Harik	161A Raymond Building, University of Kentucky, Lexington, Kentucky 40506-0281, USA	Ching Chiaw Choo and Issam E. Harik
181	Strengthening of Steel Bridges under Low Frequency Vibrations	L.C.Hollaway	University of Surrey, UK	Lei Zhang, L.C.Hollaway, J.G.Teng and S.S. Zhang
182	The Prognosis of FRP Composites in Construction - Is There Justification for Resistance for its Use?	L.C.Hollaway	University of Surrey, UK	L.C.Hollaway
183	Strain Rate Effects on Strength of Unidirectional FRP Fabrics and Bond to Concrete	Mehdi Saiidi	University of Nevada, Reno	M. Saiidi, R. Johnson and E. Maragakis
184	Accelerated Replacing and Construction of Concrete Bridge Decks Using Thin CFRP Stiffened Plates	Lijuan Cheng	One Shields Ave, UC Davis, ENG III, CEE, Davis, CA 95616	Lijuan Cheng
185	Worlds First Bridge with Sprayed FRP Strengthening: Revisited	Nemkumar Banthia	Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada, V6T 1Z4	N. Banthia, R. C. Tennyson and A. Mufti
186	Static and Dynamic Performance of FRP Deck Bridges Under Vehicle Loading and Implications in Design	C.S. Cai	3418H CEBA, Dept. of Civil and Environmental Eng., Louisiana State University, Baton Rouge, LA 70803	Yin Zhang and C. S. Cai
187	STRESSED ARCH MODULAR DEPLOYABLE COMPOSITE SHELTERS CONCEPT AND DEVELOPMENT	Gerard Van Erp	Fibre Composites Design and Development, University of Southern Queensland, Toowoomba Australia	T. Omar, G Van Erp and P. Key
188	Static and Fatigue Investigation of a Second Generation Steel-Free Bridge Deck	Chad Klowak	ISIS Canada Research Network, University of Manitoba, A250 96 Dafoe Road, Winnipeg, MB R3T 2N2	Chad Klowak, Aftab Mufti
189	Fatigue induced accumulated stress in FRP bars embedded in concrete	Chad Klowak	ISIS Canada Research Network, University of Manitoba, A250 96 Dafoe Road, Winnipeg, MB R3T 2N3	Chad Klowak, Aftab Mufti, Baidar Bakht
190	State-of-Practice of FRP Strenghthened RC Girders in Shear	Abdeldjelil "DJ" Belarbi	Department of Civil, Architectural and Environmental Engineering, University of Missouri-Rolla, 323 Butler-Carlton Hall, Rolla, MO 5409-0030	Abdeldjelil Belarbi, Ashraf Ayoub and Sang-Wook Bae
191	Cohesive zone model of intermediate crack-induced debonding of FRP-plated concrete beam	Jialai Wang	Department of Civil, Construction, and Environmental Engineering, The University of Alabama, Tuscaloosa, Alabama 35487, USA	Jialai Wang
192	Strengthening of RC Beams in Shear with Externally Bonded GFRP Laminates - An Experimental Investigation	M.C.Sundarraja	Department of Civil Engineering, Thiagarajar College of Engineering, Madurai-625 015, Tamilnadu, INDIA	S.Rajamohan, M.C.Sundarraja
193	Flexural Strengthening Effect by Bonded Composite Fabrics on RC Beams	M.C.Sundarraja	Department of Civil Engineering, Thiagarajar College of Engineering, Madurai-625 015, Tamilnadu, INDIA	S.Rajamohan, M.C.Sundarraja
194	Experimental Investigation on Strengthening of RC Beams in Shear Using Composite Fabrics	M.C.Sundarraja	Department of Civil Engineering, Thiagarajar College of Engineering, Madurai-625 015, Tamilnadu, INDIA	S.Rajamohan, M.C.Sundarraja
195	Strengthening of Compression Members with Externally Bonded Composite Fabrics - An Experimental Study	M.C.Sundarraja	Department of Civil Engineering, Thiagarajar College of Engineering, Madurai-625 015, Tamilnadu, INDIA	S.Rajamohan, M.C.Sundarraja
196	Shear Strengthening of RC Beams by Externally Bonded Side GFRP Strips - An Experimental Investigation	M.C.Sundarraja	Department of Civil Engineering, Thiagarajar College of Engineering, Madurai-625 015, Tamilnadu, INDIA	S.Rajamohan, M.C.Sundarraja
197	Compressive Behavior of Concrete Columns Externally Confined by GFRP jackets	Bahareh Abdollahi	Apt#17, No. 5/1, 3rd Alley, HASAN ABAD St, KASHANI Blvd, Tehran, Iran	Bahareh Abdollahi, Mehdi Bakhshi, Mohammad Shekarchi, Masoud Motavalli
198	Prediction of Bond Failure of Concrete Prisms Bonded with FRP Composites	H. Toutanji	Department of Civil and Environmental Engineering, University of Alabama in Huntsville, Huntsville, AL 35888	H. Toutanji, P. Saxena and L. Zhao
199	Deformational Behaviour of FRP Confined Concrete under Sustained Compression	Ravi Ravindrarajah	Faculty of Engineering, University of Technology, Sydney, 9514 2625	Rajeev Kaul, R. Sri Ravindrarajah and Scott T. Smith
200	Tests of a FRP Deck Panel at Very Cold Tempreatures	Zhongguo (John) Ma	223 Perkins Hall, Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN 37996	Zhongguo (John) Ma and Usha Choppali
201	Structural Characterization of Composite Sandwich Panel with Hybrid FRP-Steel Core for Bridge Decks	Zhongguo (John) Ma	223 Perkins Hall, Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN 37996	Hyo Seon Ji, B.J. Son and Z. John Ma
202	Evaluation of FRP Bond Specifications for Debelopment Lengths	Abdeldjeltl Belarbi	Department of Civil, Architectural and Environmental Engineering, University of Missouri-Rolla, 323 Butler-Carlton Hall, Rolla, MO 65409-0030	Nathan Newman, Ashraf Ayoub and Abdeldjeltl Belarbi
203	Calculating the Thickness of FRP Jacket for Shear and Torsion Strengthening of RC T-Girders	A. Deifalla	Department of Civil Engineering, McMaster University, Hamilton, ON, Canada	A. Deifalla and A. Ghobarah
204	URBAN LIGHT TRANSPORT (ULTRA) GUIDEWAY PROJECT	Thanongsak Imjai	Department of Civil & Structural Engineering The University of Sheffield Sir Frederick Mappin Building Mappin Street Sheffield,  S1 3JD	Thanongsak Imjai, Maurizio Gaudagnini, Kypros Pilakoutas and Peter Waldron
205	THE PERFORMANCE OF CURVED NON-FERROUS REINFORCEMENT FOR CONCRETE STRUCTURES	Thanongsak Imjai	Department of Civil & Structural Engineering The University of Sheffield Sir Frederick Mappin Building Mappin Street Sheffield,  S1 3JD	Thanongsak Imjai, Maurizio Gaudagnini, Kypros Pilakoutas and Peter Waldron
206	FRP COMPOSITE REINFORCEMENTS ON MASONRY VAULTS: EFFECTIVENESS AND RELIABILITY	Ottavia Corbi	Department of Structural Mechanics, University of Naples "Federico II", Via Claudio 21, 80125 Naples, ITALY	Alessandro Baratta, Ottavia Corbi
207	ON THE REINFORCEMENT OF MASONRY WALLS BY MEANS OF FRP PROVISIONS	Ottavia Corbi	Department of Structural Mechanics, University of Naples "Federico II", Via Claudio 21, 80125 Naples, ITALY	Alessandro Baratta, Ottavia Corbi
208	EXPERIMENTAL AND NUMERICAL INVESTIGATEION ON STRENGTHENING OF SHEAR DEFICIENT CHANNEL BEAMS USING EXTERNAL RETROFIT SYSTEMS	Haeng-Ki Lee	Korea Advanced Institute of Science and Technology (KAIST), Dept. of Civil and Environmental Eng., 373-1 Guseong-dong, Yuseong-gu, Daejon 305-701, South Korea	Haeng-Ki Lee, Ernest Heymsfield and Bong-Rae Kim