| Author |
Title of the paper |
ID |
| Caggiano, A. | Modelling the cyclic response of FRP strips glued to a brittle substrate | 71 |
| Cai, K. | Statistical Analysis of Angular/Linear Directional Damages using Impedance based Structual Health Monitoring | 104 |
| Cai, K. | Sensitivity Analysis of Bonding and Bonding-free Impedance based Structural Health Monitoring | 107 |
| Camarinopoulos, S. | Robotic System with Intelligent Vision for Tunnel Structural Assessment - System Architecture - the ROBO-SPECT-EC project | 45 |
| Canan Girgin, Z. | Design oriented Hoek-Brown strength criterion and strain models in FRP confined columns | 51 |
| Cardone, D. | Limitation of force variations in steel tie-rods due to air temperature | 273 |
| Carvalho, J. | An alternative system for measuring displacements in bridges by using displacement transducers | 268 |
| Carvelli, V. | Temperature effects on GFRP reinforced thin concrete panels | 190 |
| Carvelli, V. | Experimental investigation of the static bond of GFRP rebar and concrete | 287 |
| Cascante, G. | Assessment of Defects in Cement Materials Using Ultrasonic Waves | 100 |
| Cashany, M. | Improving Dynamic Feature Extraction with Frequency Domain Decomposition for Structural Health Modelling | 12 |
| Castellano, M.G. | Italian experience in seismic retrofit of buildings through seismic isolation or energy dissipation | 283 |
| Castelli, P. | Quasi-static and dynamic monitoring of SPM | 42 |
| Catbas, F.N. | Monitoring Stadiums Under Crowd Motion for Serviceability | 169 |
| Catbas, F.N. | Vision-Based for Bridge Structural Health Monitoring and Identification | 170 |
| Catbas, N. | Long-span bridges: behavior under operational and extreme wind loads | KN1 NMA |
| Causevic, M. | Retrofitting of Short-to-Medium-Span Bridges in Seismic Zones: Experiences & Recommendations | 284 |
| Causevic, M. | Effect of violent Vibrations of Cables on Dynamic Behaviour of Cable-stayed Bridges: Rehabilitation of Dubrovnik Bridge | 285 |
| Celik, O.C. | Appropriate infill plate yielding distribution in Steel Plate Shear Walls (SPSWs) under seismic effects | 144 |
| Celik, O. | Monitoring Stadiums Under Crowd Motion for Serviceability | 169 |
| Celik, O.C. | Monotonic and Cyclic Bond Behavior of Deformed CFRP Bars in High Strength Concrete | 209 |
| Chaallal, O. | Fatigue performance of RC beams strengthened in shear with externally bonded CFRP sheets: An experimental study on the effect of cyclic loading | 43 |
| Chandrashekhara, K. | The Effects of Environmental Exposure on Polyurethane-based GFRP Bridge Deck Panels | 50 |
| Chatzi, E. | Structural Monitoring of an Innovative Construction using FBG-Strain Sensors | 148 |
| Chatzi, E. | Numerical and analytical investigation on workings of mechanical anchorage of CFRP sheets | 256 |
| Chen, Q. | Experimental testing and constitutive modeling of shape memory alloy confined concrete | 84 |
| Choi, E. | Repairing cracks in concrete beams using cold-drawn SMA short fibers | 140 |
| Cholostiakow, S. | 3D-DIC for strain measurement in small scale GFRP RC specimens | 289 |
| Christenson, R. | Improving Dynamic Feature Extraction with Frequency Domain Decomposition for Structural Health Modelling | 12 |
| Chrobocinski, P. | Robotic System with Intelligent Vision for Tunnel Structural Assessment - System Architecture - the ROBO-SPECT-EC project | 45 |
| Chung, Y.S. | Repairing cracks in concrete beams using cold-drawn SMA short fibers | 140 |
| Cigada, A. | 3D-DIC for strain measurement in small scale GFRP RC specimens | 289 |
| Cladera, A. | Ductile shear failure in RC beams reinforced with pseudoelastic Ni-Ti spirals | 63 |
| Cladera, A. | Mechanical-based shear model for assessment of reinforced and/or prestressed concrete beams | 64 |
| Clauzon, A. | Long term measurements of strains in concrete: durability and accuracy of embedded vibrating wire strain gauges | 27 |
| Clegg, M. | Structural monitoring of concrete segmental lining tunnels during construction with conventional and fibre optic instrumentation | 118 |
| Colak, H. | Instrumentation and Finite Element Model Update of a Highway Bridge | 154 |
| Correia, L. | Durability of an epoxy adhesive and a CFRP laminate system under different exposure conditions | 267 |
| Cortes Puentes, W.L. | Performance of Superelastic Shape Memory Alloy Reinforced Concrete Members | 36 |
| Courtois, A. | Long term measurements of strains in concrete: durability and accuracy of embedded vibrating wire strain gauges | 27 |
| Cousin, P. | PHYSICAL, MECHANICAL, AND DURABILITY CHARACTERIZATION OF CARBON FRP CABLE | 253 |
| Coustabeau, E. | Long term measurements of strains in concrete: durability and accuracy of embedded vibrating wire strain gauges | 27 |
| Coşgun, C. | Strength upgrading of existing steel storage rack beam-to-column connections | 298 |
| Czaderski, C. | Thermo-mechanical properties of commercially available epoxy resins for structural applications | 195 |
| Czaderski, C. | Influence of temperature on the CFRP/epoxy/concrete bond | 20 |
| Czaderski, C. | Strengthening of RC beams with iron-based shape memory alloy strips | 200 |
| Czaderski, C. | Pioneering strengthening of bridge girders with pretensioned CFRP laminates in Poland | 247 |
| Czaderski, C. | Towards modelling the long-term behavior of prestressed CFRP strips subjected to elevated temperatures | 293 |
| Czaderski, C. | Iron based shape memory alloys - a new material for prestressing of concrete structures | KN2 CC |