Title of the paper |
Author(s) |
ID |
Recent Developments in FRP Strengthening of Metallic Structures | Zhao, X.L. | 35 |
Evaluating the bond stress relationship of externally bonded CFRP-strips at the intermediate crack element | Finckh, W., Ellinger, M., Zilch, K. | 97 |
New German guideline for strengthening concrete structures with adhesive bonded reinforcement | Zilch, K., Niedermeier, R., Finckh, W. | 99 |
Assessing the effectiveness of a NSM-CFRP flexural strengthening technique for continuous RC slaps by experimental research | Dalfré, G., Barros, J. | 131 |
Behaviour of RC beams strengthened with mechanically fastened FRP systems | Ebead, U.A., Saeed, H. | 148 |
Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric | Witzany, J., Cejka, T., Zigler, R. | 160 |
Application of Prestressed Near Surface Mounted Carbon Fibre Reinforced Polymer (PNSM) | Vorwagner, A., Burtscher, S.L., Grass, G., Freund, C. | 178 |
Experimental investigation on the behavior of composite laminates bonded on masonry | Camorani, G., Faella, C., Martinelli, E., Perri, F. | 181 |
Seismic strengthening of an existing building with innovative materials and devices | Di Sarno, L, Manfredi, G. | 350 |
Seismic response of the Fossanova gothic church: numerical analysis and experimental validation | De Matteis, G., Campitiello, F., Mazzolani, F.M. | 343 |
Diagnosis, assessment and structural restoration of the Royal Palace of Naples | Mazzolani, F., Faggiano, B., Marzo, A., Grippa, M.R. | 352 |
Shear Behavior of Concrete-Filled FRP Tubes | Fathy, M., Khalil E., Hassan, T.K., Abdelrahman, A.A. | 168 |
Experimental analysis and seismic rehabilitation of an earthquake damaged building | Buffarini, G., Clemente, P., Mancinelli, G. | 171 |
Slenderness ratio effect on the behavior of steel and carbon-FRP reinforced concrete-filled FRP tubes | Mohamed, H.M., Masmoudi, R., Shao, Y. | 173 |
Bonded characteristics between FRP and concrete substrates | Toutanji, H., Han, M. | 186 |
Effect of partly cured adhesives on bond-slip relationship of FRP-concrete interface | Czaderski, C., Martinelli, E., Michels, J., Motavalli, M. | 191 |
Considerations regarding the concrete in TCC constructions | Holschemacher, K., Kieslich, H, Mueller, T. | 201 |
Bond behavior of NSM FRP bars at elevated temperatures | Palmieri, A., Matthys, S., Taerwe, L. | 204 |
Evaluation of Fire Protection Systems for FRP Strengthened Concrete Elements | Alkhrdaji, T., Galati, N. | 210 |
Strengthening of RC Chimneys with FRP Composites | Galati, N., Alkhrdaji, T. | 211 |
Non-linear FE Analysis of RC Deep Beams with Openings Strengthened with CFRP Composites | Hawileh, R.A., El-Maaddawy, T.A., Naser, M.Z. | 42 |
Paraseismic strengthening of concrete columns by composite confinement | Suter, R., Grisanti, M. | 319 |
Innovation on advanced composite materials for civil engineering and architectural applications: case studies | Agneloni, E., Casadei, P., Celestini, G. | 348 |
GFRP retrofitted RC frames with columns subjected to high axial stresses | Dalgic, K.D., Ispir, M., Ozel, O., Ilki, A. | 357 |
The use of innovative FRP Anchorages to improve the performance of Box Girder Bridge retrofit projects | Al-Mahaidi, R., Kalfat, R., Williams, G. | 360 |
Confinement of Compressive Concrete Element with Nickel-Titanium Wires | Mirzaei, Z., Shekarchi, M., Nili, M. | 135 |
Shear strengthening of full-scale RC T-Beams using externally bonded CFRP sheets | Bae, S.-W., Belarbi A., Brancaccio, A. | 215 |
Externally Bonded FRPs for Shear Strengthening of Prestressed Concrete Girders | Murphy, M.S., Belarbi, A., Bae, S.-W. | 216 |
Verification of empirical models for FRP strengthened RC beams using ANSYS FE model | Toutanji, H., Britton, H., Mabry, N. | 220 |
Strengthening, Restoration and Rehabilitation of the Greek Orthodox Church of Saint George - Old Cairo | Eltobgy, H.H. | 224 |
Life-time extension of masonry-arch bridges | Rück, P., Portmann, B. | 226 |
Strengthening-By-Stiffening: Analysis Model Validation and Parametric Study | Okeil, A.M., Broussard, G. , Ferdous, M.R. | 231 |
FRP-Confined Reinforced Concrete Columns: Assessment of International Guidelines | Rocca, S., Alkhrdaji, T., Galati, N. | 241 |
Performance of RC Beams Strengthened in Shear with Embedded Through-Section FRP Rods | Mofidi, A., Chaallal, O. | 258 |
Simulation of Fire Spreading in a Residential Building: Comparing Alternative Building Techniques | Kolaitis, D.I., Asimakopoulou, E., Founti, M.A. | 240 |
Applied research and recent developments on comp. material technology for structural strengthening | Fyfe, E., Karantzikis, M., Kolyvas, C. | 260 |
Seismic Vulnerability of a Mamluk style minaret | El-Kholy, S.A. | 262 |
Experimental investigations of the behavior of RC slabs retrofitted by a mixed NSMR-FRP and EB-FRP technique | Florut, S.C., Stoian, V., Diaconu, D., Dan, D. | 340 |
Repair of reinforced concrete bridge systems with composites | Parvin, A., Brighton, D. | 317 |
Damping system to increase dynamic strength of slender structure | Egger, P., Kollegger, J. | 320 |
I-SSB: The Integrated Safe & Smart Built Concepts | Hummel, H.U., Founti, M.A. | 282 |
CFRP strengthening of plain and reinforced concrete members | Elchalakani, M., Al Rais, M. ?? | 356 |
Performance and damage assessment of 16th century St. Maria del Popolo church in Naples (Italy) | Zinno, A., Russo, V., Vassallo, E., Lignola, G.P. | 124 |
Modeling of RC wall-like columns FRP confinement | Lignola, G.P., Proto, A., Manfredi, G., Cosenza, E. | 125 |
Influence of FRP reinforcement layout and geometry on different masonry brickwork panels | Cuzzilla, R.,Lignola, G.P., Proto, A., Manfredi, G. | 127 |
Investigating the Behavior of Reinforced Concrete Frames Using Superelastic Nitinol | Khaloo, A.R., Mobini, M.H. | 193 |
Stay cable replacement, high level engineering for an extended serviceability | Mellier, E. | 278 |
Electro-Chemical Treatments for Corroded Piers in Monte Carlo | Berramdane, N., Mellier, E., Tourneur, C. | 279 |
Assessment of friction capacity of pre-cracked concrete strengthened with external GFRP strips | Khatamirad, M., Hosseini, A., Naserian, R., Marefat, M. | 286 |
Impact Load Response of Concrete Beams Strengthened with Composites | Mohammed, T.A., Parvin A. | 291 |
Finite element investigation of the flexural behavior of corroded RC beams before and after repairing | Sajedi, S., Bonyadi, H.R., Ghassemzadeh, F., Shekarchi, M., Mohebbi, M. | 326 |
Behavior of bonded concrete overlays under restrained shrinkage | Sajedi, S., Ghassemzadeh, F., Harsini, I., Shekarchi, M., Mohammadi, B. | 327 |
FRP laminates mechanically fastened to concrete: experimental observations and numerical modeling | Martinelli, E., Napoli, A., Nunziata, B., Realfonzo, R. | 322 |
Innovative technique in strengthening of reinforced concrete columns | Biddah, A., Ghobarah, A. | 323 |
Prediction of corrosion propagation for pro-active maintenance and effective repair strategies for RC structures | Otieno, M.B., Beushausen, H.-D., Alexander, M.G. | 325 |
Load Capacity of Biaxially Loaded Reinforced Concrete Columns Confined with CFRP | El-Maaddawy, T.A., El-Sayed, M.G. | 331 |
Proposing Suitable Methods for Seismic Rehabilitation of Concrete Structures | Zahedi, M.R., Fesharaki, H.H., Dayani, S. | 304 |
Flexural Behaviour of Hybrid FRP-UHPC Beam: Effect of Different Bond Mechanisms | Chen, D., El-Hacha, R. | 335 |
Ductility of Reinforced Concrete Beams Strengthened using Prestressed NSM CFRP Strips/Rebars - Analytical Study | Oudah, F., El-Hacha, R. | 337 |
A Non-Dimensional Design Procedure for Flexural Strengthening of R/C Beams Using FRP | Hawileh, R., Saqan, E., Rasheed, H. | 338 |
Modeling FRP confinement effectiveness limited by failure of free edge of jackets | Zinno, A., Lignola, G.P., Prota, A., Cosenza, E., Manfredi, G. | 162 |
Performance of Advanced Materials and Details during the Shake Table Tests of a 4-Span Bridge Model | Saiidi, S. M., Cruz-Noguez, C.A. | 102 |
Rehabilitation and strengthening of structures for lateral loads | Ghobarah, A., Biddah, A. | 6 |
Heat and mass transfer phenomena occurring in a gypsum board exposed to fire conditions | Founti, M.A, Kontogeorgos, D.A. | 21 |
Seismic upgrading of existing RC buildings by advanced techniques | Della Corte, G., Mazzolani, F. | 31 |
Behavior of steel and carbon FRP-reinforced concrete-filled FRP tube columns under eccentric loads | Masmoudi, R., Mohamed, H.M., Benoit, G. | 62 |
Effectiveness of FRP confinement on bearing strength of steel fibre reinforced concrete | Sri Ravindrarajah, R., Suarez, C. | 37 |
Prestressed CFRP for structural strengthening | Michels, J., Czaderski, C., Motavalli, M. | 232 |
Strengthening of Coupled Shear Walls in High-Rise Buildings | Aly, S. A., El-Naawy, O.A., Kamel, A. | 46 |
NSM FRP shear contribution in the strengthened RC beams | Kotynia, R. | 47 |
Monitoring Damage of Rehabilitated Beam-Column Joints under Simulated Seismic Loading | Said, A.M. | 328 |
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