Author |
Title of the paper |
ID |
Taghizadeh, M. | Evaluation of mechanical behavior of NiTi/NiTiCu bi-layer composites aided by analytical modelling and FEM validation | 350 |
Taha, E.O. | Carbon nanoparticles to monitor moisture damage propagation in GFRP | 246 |
Takac, M. | Structural Damage Diagnosis with Time-Varying Loads Using Convolutional Neural Network | 211 |
Takahashi, N. | Optical and Acoustic Techniques for Crack Monitoring in RC Building Structures | 45 |
Tas, Y. | Estimation of concrete strength combining rebound hammer and Windsor probe test methods | 103 |
Tavakkolizadeh, M. | Reliability analysis of available relations and suggestion of a new formula for effective moment of inertia in concret e beams with FRP bars reinforcement | 106 |
Tayfur, S. | Clarifying distinctive acoustic emission signal features of a steel fiber reinforced concrete beam by parameter analysis | 279 |
Tazarv, M. | Analysis, Design, and Construction of SMA-Reinforced FRP-Confined Concrete Columns | 39 |
Teferle, F.N. | Laboratory experiment for damage assessment using the DAD - method | 51 |
Teixeira, R.M. | Fatigue life prediction of RC beams strengthened with FRP through MLE method | 236 |
Tekieli, M. | DIC and numerical analysis of polymer flexible adhesive in composite-to-brick strengthening | 180 |
Terrasi, G.P. | Fatigue and durability of laminated carbon fibre reinforced polymer straps for bridge suspenders | 28 |
Terrasi, G. | A novel mechanical clamp for strengthening of steel members using prestressed CFRP plates | 67 |
Tesson, F. | Retrofitting of Ayala Bridge, an Historic Steel bridge in Manilla (Philippines) | 267 |
Thambiratnam, D.P. | Deterioration Sensitive Feature using Enhanced AR Model Residuals | 108 |
Thambiratnam, D.T. | Comparative Study of Damage Detection in Symmetric and Asymmetric Buildings | 74 |
Tlaiji, T. | Characterization of thermomechanical properties of a textile reinforced concrete (TRC) under high temperature | 172 |
Tomassetti, U. | Seismic retrofit of cultural heritage buildings – when less is more | KNKB |
Tondolo, F. | Smart reinforcement steel bars embedded with low-cost MEMS sensors for strain monitoring | 320 |
Tong, J.-H. | Elastic-wave-based Imaging System for Detecting Voids in Concrete Structures | 148 |
Torres, L. | Time-dependent bond behavior between NSM CFRP strips and concrete | 288 |
Toyota, Y. | Study on monitoring technology focused on reinforcement cable for a fail-safe system | 123 |
Trantafyllou, S.P. | Out-of-plane behaviour of TRM strengthened masonry walls | 205 |
Trentadue, F. | Energy harvesting from earthquake for vibration-powered wireless sensors | 145 |
Tu, J.-Y. | Duffing-like model for the hysteresis modelling of MR damper | 173 |
Tzeng, T.-C. | A Three-dimensional Structural Health Monitoring System Using Multi-Scale Sample Entropy | 199 |