Author |
Title of the paper |
ID |
Cai, S.C.S. | Monitoring and Assessment of Continuity in a Prestressed Concrete Girder Bridge | 176 |
Calleweart, F | The Structural Health Monitoring of the Grande Ravine Viaduct | 238 |
Camorani, G | Experimental investigation on the behavior of composite laminates bonded on masonry | 181 |
Campitiello, F | Seismic response of the Fossanova gothic church: numerical analysis and experimental validation | 343 |
Caponero, M | Monitoring of a piling wall by means of FBG | 212 |
Casadei, P | Innovation on advanced composite materials for civil engineering and architectural applications: case studies | 348 |
Casarin, F. | Dynamic testing and structural identification of two R.C. arch bridges | 121 |
Casciati, F | Some technical challenges in the design of rotating towers | 195 |
Cejka, T | Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric | 160 |
Celestini, G. | Innovation on advanced composite materials for civil engineering and architectural applications: case studies | 348 |
Ceylan, M | Estimating earthquake performances of existing reinforced concrete building using ANN | 188 |
Chaallal, O. | Performance of RC Beams Strengthened in Shear with Embedded Through-Section FRP Rods | 258 |
Chari, M.N | Investigation of different reinforcement corrosion causes in sewage environment - A case study | 80 |
Chen, D | Flexural Behaviour of Hybrid FRP-UHPC Beam: Effect of Different Bond Mechanisms | 335 |
Chikermane, S | Dynamic Parameter Estimation for Steel Bridges using Strain Data | 165 |
Ciancio D. | Embedded Early-Age Ultrasonic Testing in Fibre- Reinforced Shotcrete | 318 |
Cimellaro, G.P | Experimental and numerical Modal identification of L'Aquila Margherita palace | 273 |
Clemente, P | Experimental analysis and seismic rehabilitation of an earthquake damaged building | 171 |
Clemente, P | Monitoring of a piling wall by means of FBG | 212 |
Cosenza, E. | Modeling of RC wall-like columns FRP confinement | 125 |
Cosenza, E | Modeling FRP confinement effectiveness limited by failure of free edge of jackets | 162 |
Costa, I | Assessment of the bond behaviour of NSM FRP materials by pullout tests | 197 |
Cruz-Noguez, C.A. | Performance of Advanced Materials and Details during the Shake Table Tests of a 4-Span Bridge Model | 102 |
Cuzzilla, R.,Lignola, G.P | Influence of FRP reinforcement layout and geometry on different masonry brickwork panels | 127 |
Czaderski, C | Effect of partly cured adhesives on bond-slip relationship of FRP-concrete interface | 191 |
Czaderski, C | Prestressed CFRP for structural strengthening | 232 |