Author Title of the paper ID
D'Antino, T.Intermediate debonding on cracked steel beams reinforced with CFRP plates under fatigue
82
Dabringhaus, S.Smart Bridge – Way into practice
64
Daloglu, A.T.Effects of soil - structure interaction on design of reinforced concrete structures for various earthquake zones structures
287
David, J.-F.Acoustic monitoring of a prestressed concrete beam reinforced by adhesively bonded composite
176
Dawood, M.Development, testing, and FEA of a SMA/CFRP patch for repair of cracked metallic structures
120
Dawood, M.Behavior of Retrofitted Concrete Members Using Iron-Based Shape Memory Alloys
157
Dawood, M.Recent developments of strengthening techniques for metallic structures
342
De Vos, L.Measuring vertical strains and temperature with fiber optics in diaphragm walls
281
Del Grosso, A.Infrastructure management integrating SHM and BIM procedures
293
Del Zoppo, M.Ductility improvement of existing RC columns strengthened with CFRP
280
Demir, U.Assessment of axial behavior of HPFRCC members externally confined with FRP sheets
240
Dertimanis, V.Vibration-based structural performance assessment via output only sub-Nyquist/ compressive wireless sensor data
261
Di Ludovico, M.Ductility improvement of existing RC columns strengthened with CFRP
280
Dieng, L.Crack-reinforcement of old steel structures using adhesively bonded composite
177
Donadini, F.Natural stone floors monitoring – inference on persistence of humidity spots
73
Dou, T.Research Progress on Low Temperature Anti - crack Design of Hydraulic Epoxy Mortar Protective Material
340
Dou, T.Quantification of initial defects in concrete caused by low temperature curing before 28d
343
Dou, T.Study and Application of Epoxy Coating in Freshwater mussels Prevention in Hydraulic Tunnels
344
Duan, W.Numerical simulation of micro - crack identification in pipes with nonlinear guided waves
96
Durmazgezer, E.Output-Only System Identification on 199+325 Steel Railway Bridge
154
D’Antino, T.Internal and external transversal reinforcement interaction in RC beams strengthened in shear with externally bonded composites
35