| Author |
Title of the paper |
ID |
| Kaczkowski, N. | Retrofitting of Ayala Bridge, an Historic Steel bridge in Manilla (Philippines) | 267 |
| Kadhim, M.M.A. | Effects of loading rate on the behaviour of CFRP strengthened steel members | 278 |
| Kaduskar, S. | Deflection of SE-SMA reinforced concrete Beams-Column joints | 347 |
| Kaewnruen, S. | Vibration-based damage identification in railway concrete sleepers | 193 |
| Kahraman, S. | Output-Only System Identification on 199+325 Steel Railway Bridge | 154 |
| Kalenjuk, S. | Monitoring of bridge vibrations with image-assisted total stations | 114 |
| Kandil, U. | Carbon nanoparticles to monitor moisture damage propagation in GFRP | 246 |
| Kanemoto, K. | Quantitative estimation method of rebar corrosion degree of RC structures | 26 |
| Karadeniz, A. | Dynamic identification-model updating-seismic performance assessment of stone arch bridges | 132 |
| Karaganov, V. | Non-Contact Laser Ultrasonics based Monitoring of Civil Infrastructure | 101 |
| Karcioglu, E. | Dynamic identification-model updating-seismic performance assessment of stone arch bridges | 132 |
| Kariou, F.A. | Out-of-plane behaviour of TRM strengthened masonry walls | 205 |
| Kaufmann, W. | An Innovative Deformation-Based System for Monitoring the Structural Safety of Stay-Cables | 119 |
| Kaufmann, W. | Application of distributed optical measurements to structural concrete experiments | 159 |
| Kaufmann, W. | Experimental Study on the Bond-Slip Behaviour of CFRP Laminates Bonded on RC Tension Members | 181 |
| Kawabe, D. | Remote vibration monitoring for scour detection of a railway bridge | 166 |
| Kaynardag, K. | Dynamic identification-model updating-seismic performance assessment of stone arch bridges | 132 |
| Ke, J.-C. | Duffing-like model for the hysteresis modelling of MR damper | 173 |
| Keller, T. | Post-tensioned CFRP strap elements for civil engineering applications | 83 |
| Khandel, O. | Collapse Analysis of Concrete Frame Structures Subjected to Extreme Loading | 98 |
| Khansefid, A. | Strengthening an existing industrial building by optimally designed passive dampers under seismic and service loads | 41 |
| Kharkovsky, S. | Millimeter Wave Imaging of Notches in Metal Specimens under Dielectric Coating Using Image Processing | 285 |
| Khayatazad, M. | Fatigue strengthening of tubular X joint using un - bonded CFRP laminates | 332 |
| Kielhauser, C. | Preliminary estimates of the viability of UAV - based bridge inspections in Switzerland | 55 |
| Kilicer, S. | Effects of soil - structure interaction on design of reinforced concrete structures for various earthquake zones structures | 287 |
| Kim C.-W. | Anomaly detection of bridges under vehicle induced vibration by means of Bayesian inference | 143 |
| Kim, C.-W. | Remote vibration monitoring for scour detection of a railway bridge | 166 |
| Kishida, K. | Monitoring of tunnel shape using distributed optical fiber sensing techniques | 338 |
| Kisiel, P. | Use of polymer flexible joint between RC frames and masonry infills for improved seismic performance | 179 |
| Kitagawa, S. | Remote vibration monitoring for scour detection of a railway bridge | 166 |
| Kitamura, F. | Efforts to develop resilient reinforced concrete building structures in Japan | KNSK |
| Klis, R.P. | Vibration-based structural performance assessment via output only sub-Nyquist/ compressive wireless sensor data | 261 |
| Kobayashi, A. | Strengthening of steel plate by carbon fiber sheet under axial compression force | 112 |
| Kobayashi, A. | Construction case and development for the upper surface strengthen method of bridge RC slab | 191 |
| Kobayashi, J. | Optical and Acoustic Techniques for Crack Monitoring in RC Building Structures | 45 |
| Koller, R. . | Fatigue strengthening of cracked steel plates using prestressed unbonded CFRP reinforcements | 66 |
| Komori, W. | Construction case and development for the upper surface strengthen method of bridge RC slab | 191 |
| Kono, S. | Efforts to develop resilient reinforced concrete building structures in Japan | KNSK |
| Koohdar, H.R. | On the pseudoelastic behaviour in a lath martensitic steel under two discrete processes consist of cold rolling and heat treatment | 351 |
| Korelc, J. Viskovic, A. | Use of polymer flexible joint between RC frames and masonry infills for improved seismic performance | 179 |
| Kotynia, R. | Preloading effect on strengthening efficiency of RC beams strengthened with NSM strips | 299 |
| Kouhsankini, A. | Monitoring of subway intersection tunnels during TBM excavation in urban distressed areas | 341 |
| Koutas, L.M. | Out-of-plane behaviour of TRM strengthened masonry walls | 205 |
| Koutromanos, I. | Nonlinear Modeling of Bar Buckling and Rupture in RC Columns Under Cyclic Loads | 60 |
| Kozakai, N. Kodama, T. | A study on fatigue durability of the top surface repair method using two types of adhesives for damaged RC slabs | 144 |
| Krajewski, P. | DIC and numerical analysis of polymer flexible adhesive in composite-to-brick strengthening | 180 |
| Krooß, P. | Functional properties of Fe-based shape memory alloys containing finely dispersed precipitates | 239 |
| Kuran, F. | Architectural Approach and Design of the Restoration Project of the Seyh Süleyman Masjid | 357 |
| Kwiecien, A. | Use of polymer flexible joint between RC frames and masonry infills for improved seismic performance | 179 |
| Kwiecień, A. | DIC and numerical analysis of polymer flexible adhesive in composite-to-brick strengthening | 180 |
| Kwon, E. | SMA Bar Dampers using Bending Behavior Combined with Tension or Compression | 318 |