| Author |
Title of the paper |
ID |
| Kalidromitis, V. | Fiber Sensors Based System for Tunnel Linings’ Structural Health Monitoring | 349 |
| Kanellos, G. | Fiber Sensors Based System for Tunnel Linings’ Structural Health Monitoring | 349 |
| Karadeniz, A.C. | Strain Hardening Cementitious Composites as Potential Strengthening Materials | 359 |
| Karakale, V. | Clean masonry strengthening for inside application | 207 |
| Karantoni, F.V. | Criteria Guiding Seismic Upgraded Strategies of Traditional Masonry Buildings in Greece | 102 |
| Karantzikis, M. | FRP versus Traditional Strengthening on a Typical Mid-Rise Turkish RC Building | 47 |
| Karbasi Arani, K. | Field tests for estimating traffic induced vibration of an orthotropic deck steel bridge | 15 |
| Katsushima, T. | Development of Practical Bridge Management System for Prestressed Concrete Bridges | 33 |
| Kavoura, F. | Determination of column base-plate connection flexibility in low-rise metal buildings | 115 |
| Kawase, R. | Evaluation of natural vibration characteristics of a steel strutted-beam rigid frame bridge | 196 |
| Khalil, F. | Wireless interrogation of passive sensors in confined environment | 82 |
| Khan, A.R. | Behaviour of concentrically and eccentrically loaded short concrete columns confined with CFRP wraps | 45 |
| Kharkovsky, S. | Microwave sensor technologies for structural health monitoring of infrastructure | 315 |
| Khazem, D.A. | Monitoring Suspension Bridges as an Asset Management Tool | 323 |
| Kilpelä, A. | A full-scale loading test of a highway bridge in Finland | 167 |
| Kim C.W. | The use of an instrumented vehicle in a wavelet based damage detection approach for bridge structures | 72 |
| Kim, Y. | Health monitoring of a cable-stayed bridge considering the temperature change | 247 |
| Kim, C.W. | Damage Detection of a Steel Truss Bridge through on-site Moving Vehicle Experiments | 76 |
| Kirkham, M.P. | Electric field in compressed concrete using the Electric Potential Sensor | 318 |
| Kirkpinar, E. | Health Monitoring and Reliability Estimation of a Tall Building | 118 |
| Kishi, N. | Evaluation of natural vibration characteristics of a steel strutted-beam rigid frame bridge | 196 |
| Kitagaki, R. | Development of Smart Sensor Formwork System toward High Quality Concrete Structures | 186 |
| Kitauchi, S. | Damage Detection of a Steel Truss Bridge through on-site Moving Vehicle Experiments | 76 |
| Klinghoffer, O. | Corrosion rate measurements of steel in concrete - Evaluation of a new algorithm for analysis of galvanostatic potential transients | 350 |
| Koller, R.E. | CFRP-Strengthening and Long-Term Performance of Fatigue Critical Welds of a Steel Box Girder | 40 |
| Kolyvas, C. | Advanced Composite Mortar System for Strengthening Historic Masonry | 31 |
| Komuro, M. | Evaluation of natural vibration characteristics of a steel strutted-beam rigid frame bridge | 196 |
| Koo, K-Y. | Identifying and discriminating effects for structural health monitoring | KN JB |
| Kotynia, R. | Structural monitoring of the bridge in Szczercowska Wieś (Poland) under trial loading | 95 |
| Kummala, O. | A full-scale loading test of a highway bridge in Finland | 167 |
| Kusunoki, K. | Development of residual seismic capacity evaluation system - Shaking table test with rocking behavior | 49 |
| Kuzawa, M. | Influence of defects of transverse stiffeners on condition of bridge plate girders | 283 |