Author |
Title of the paper |
ID |
Cachim, P. | Sensitive Smart Concrete Loaded with Carbon Black Nanoparticles for Traffic Monitoring | 253 |
Cademartori, M. | Infrastructure management integrating SHM and BIM procedures | 293 |
Calderon, I. Birtel, V. Lehmann, F. | Experimental evaluation of the developed reinforcement system in FASSTbridge project | 178 |
Carloni, C. | Interfacial cohesive material law for SRP strips bonded to concrete | 194 |
Carloni, C. | Stress - strain Response of Steel - FRP Confined Concrete Columns Determined by DIC | 206 |
Carvelli, V. | Modeling the bond of GFRP and concrete based on a damage evolution approach | 254 |
Castelli, P. | Study of SPM monitoring improvement | 196 |
Castro, J.J. | Emergency retrofitting of a shear-damaged RC column using fiber belt prestressing | 49 |
Catbas, F.N. . | Wind Analysis of the Bosphorus Suspension Bridge: Numerical and Experimental Investigation | 321 |
Cesetti, A. | Smart reinforcement steel bars embedded with low-cost MEMS sensors for strain monitoring | 320 |
Chae, S. | SMA Bar Dampers using Bending Behavior Combined with Tension or Compression | 318 |
Chan, T.H.T. | Deterioration Sensitive Feature using Enhanced AR Model Residuals | 108 |
Chan, T.H.T. | Comparative Study of Damage Detection in Symmetric and Asymmetric Buildings | 74 |
Chang, K.-C. | Bridge pier and embankment foundation real time scour monitoring system development | 76 |
Chataigner, S. | Acoustic monitoring of a prestressed concrete beam reinforced by adhesively bonded composite | 176 |
Chataigner, S. | Crack-reinforcement of old steel structures using adhesively bonded composite | 177 |
Chataigner, S. | Experimental evaluation of the developed reinforcement system in FASSTbridge project | 178 |
Chatzi, E. | Behaviour of Prestressed CFRP Anchorages under Freeze-Thaw Cycle Exposure | 110 |
Chatzi, E. | High Spatial Density Vibrational Measurements via 3D-Particle Tracking Velocimetry | 117 |
Chatzi, E.N. | Vibration-based structural performance assessment via output only sub-Nyquist/ compressive wireless sensor data | 261 |
Chen, G. | Dynamic Load Allowance of a Prestressed Concrete Bridge through Field Load Tests | 251 |
Chen, G. | Quantification of initial defects in concrete caused by low temperature curing before 28d | 343 |
Choi, E. | SMA Bar Dampers using Bending Behavior Combined with Tension or Compression | 318 |
Chumlyakov, Y. | Functional properties of Fe-based shape memory alloys containing finely dispersed precipitates | 239 |
Cladera, A. | Active shear strengthening of RC beams using shape memory alloys | 77 |
Clark, A. | Vibration-based damage identification in railway concrete sleepers | 193 |
Colombi, P. | Intermediate debonding on cracked steel beams reinforced with CFRP plates under fatigue | 82 |
Correia, L. Silva, P. | Recent contributions from UMinho and Empa on durability issues of flexural strengthening of RC slab with EB CFRP laminates | 307 |
Costa, P. M.F. | Sensitive Smart Concrete Loaded with Carbon Black Nanoparticles for Traffic Monitoring | 253 |
Couck, J. | Measuring vertical strains and temperature with fiber optics in diaphragm walls | 281 |
Crozier, D. | Collapse Analysis of Concrete Frame Structures Subjected to Extreme Loading | 98 |
Cunningham, L.S. | Effects of loading rate on the behaviour of CFRP strengthened steel members | 278 |
Czaderski, C. | Iron-based shape memory alloy strips, Part 2: flexural strengthening of RC beams | 116 |
Czaderski, C. | Iron-based shape memory alloy strips, Part 1: characterization and material behavior | 118 |
Czaderski, C. | Long-term behavior of RC slabs strengthened with EB CFRP strips subjected to sustained load and exposed to solar radiation | 12 |
Czaderski, C. | Long term behavior of epoxy adhesives and FRP’s for strengthening of concrete | 17 |
Czaderski, C. | Feasibility of iron-based shape memory alloy strips for prestressed strengthening of steel plates | 260 |
Czaderski, C. | Recent contributions from UMinho and Empa on durability issues of flexural strengthening of RC slab with EB CFRP laminates | 307 |