| Author |
Title of the paper |
ID |
| Maas, S | Detection and localization of damage in civil engineering structures by using static assessment methods | 358 |
| Mabry, N. | Verification of empirical models for FRP strengthened RC beams using ANSYS FE model | 220 |
| Maher, A. | Condition monitoring of concrete bridge decks through periodical NDE using multiple technologies | 190 |
| Maher, A.M | Long Term Bridge Performance Program: Objectives and Goals | KN MA |
| Mahgoub, M | Behavior of Confined Recycled Aggregate Concrete | 250 |
| Mahowald, J | Detection and localization of damage in civil engineering structures by using static assessment methods | 358 |
| Mancinelli, G. | Experimental analysis and seismic rehabilitation of an earthquake damaged building | 171 |
| Manfredi, G | Modeling of RC wall-like columns FRP confinement | 125 |
| Manfredi, G. | Influence of FRP reinforcement layout and geometry on different masonry brickwork panels | 127 |
| Manfredi, G. | Modeling FRP confinement effectiveness limited by failure of free edge of jackets | 162 |
| Manfredi, G | Performance assessment of deteriorated RC pier in marine environment | 205 |
| Marchand, J | Effect of the freeze-thaw exposure on the axial behavior of concrete filled fiber-reinforced polymer tubes | 63 |
| Marefat, M. | Assessment of friction capacity of pre-cracked concrete strengthened with external GFRP strips | 286 |
| Martinelli, E | Experimental investigation on the behavior of composite laminates bonded on masonry | 181 |
| Martinelli, E | Effect of partly cured adhesives on bond-slip relationship of FRP-concrete interface | 191 |
| Martinelli, E | FRP laminates mechanically fastened to concrete: experimental observations and numerical modeling | 322 |
| Marzo, A | Diagnosis, assessment and structural restoration of the Royal Palace of Naples | 352 |
| Marzouk, H | Non-destructive techniques for early damage detection for highway bridges using dynamic response | 120 |
| Marzouk, H. | Integrity Assessment of Thick Concrete Structures Using NDT Impact-Echo | 123 |
| Marzouk, H | Structural health monitoring of offshore concrete structures using FBG sensors | 174 |
| Masmoudi, R | Slenderness ratio effect on the behavior of steel and carbon-FRP reinforced concrete-filled FRP tubes | 173 |
| Masmoudi, R | Behavior of steel and carbon FRP-reinforced concrete-filled FRP tube columns under eccentric loads | 62 |
| Masmoudi, R | Effect of the freeze-thaw exposure on the axial behavior of concrete filled fiber-reinforced polymer tubes | 63 |
| Matthys, S | Bond behavior of NSM FRP bars at elevated temperatures | 204 |
| Mazzolani, F. | Seismic upgrading of existing RC buildings by advanced techniques | 31 |
| Mazzolani, F.M. | Seismic response of the Fossanova gothic church: numerical analysis and experimental validation | 343 |
| Mazzolani, F | Diagnosis, assessment and structural restoration of the Royal Palace of Naples | 352 |
| McCarten, P. | A strategy for integration of NDT/SHM into bridge asset management - a New Zealand perspective | 217 |
| Mellier, E. | Stay cable replacement, high level engineering for an extended serviceability | 278 |
| Mellier, E | Electro-Chemical Treatments for Corroded Piers in Monte Carlo | 279 |
| Meyer, J | Structural monitoring with wireless sensor networks: Experiences from field deployments | KN FE |
| Michels, J | Effect of partly cured adhesives on bond-slip relationship of FRP-concrete interface | 191 |
| Michels, J | Prestressed CFRP for structural strengthening | 232 |
| Mirzaei, Z | Confinement of Compressive Concrete Element with Nickel-Titanium Wires | 135 |
| Mivehchi, M | Transformation Matrix Method for Evaluation of Damage Detection in Structural Elements and Preparation the Algorithms | 227 |
| Mivehchi, M | Seismic Vulnerability of Tall Steel Structures Using by Nonlinear Static Analysis | 245 |
| Miyamoto, A. | Sensitivity of Mechanical Behaviors in Damaged Bridges and Its Application to SHM | 196 |
| Miyamoto, A. | State Representation Methodology (SRM) for Bridge Condition Assessment in SHM | 39 |
| Mobini, M.H. | Investigating the Behavior of Reinforced Concrete Frames Using Superelastic Nitinol | 193 |
| Modena, C | Dynamic testing and structural identification of two R.C. arch bridges | 121 |
| Mofidi, A | Performance of RC Beams Strengthened in Shear with Embedded Through-Section FRP Rods | 258 |
| Mohamed, H.M | Slenderness ratio effect on the behavior of steel and carbon-FRP reinforced concrete-filled FRP tubes | 173 |
| Mohamed, H.M | Behavior of steel and carbon FRP-reinforced concrete-filled FRP tube columns under eccentric loads | 62 |
| Mohamed, H.M | Effect of the freeze-thaw exposure on the axial behavior of concrete filled fiber-reinforced polymer tubes | 63 |
| Mohammadi, B. | Behavior of bonded concrete overlays under restrained shrinkage | 327 |
| Mohammed, T.A | Impact Load Response of Concrete Beams Strengthened with Composites | 291 |
| Mohebbi, M. | Finite element investigation of the flexural behavior of corroded RC beams before and after repairing | 326 |
| Montoya, R | Monitoring and Evaluation of Structural Safety of Railway Bridges | 249 |
| Moor, G | Modern Remote Structural Health Monitoring - providing long-term confidence in a structure’s condition | 263 |
| Moor, G | Seismic retrofit of an existing fire station to ensure its critical emergency response function | 264 |
| Moradian, M | Investigation of different reinforcement corrosion causes in sewage environment - A case study | 80 |
| Motavalli, M. | Effect of partly cured adhesives on bond-slip relationship of FRP-concrete interface | 191 |
| Motavalli, M. | Prestressed CFRP for structural strengthening | 232 |
| Motavalli, M. | Structural monitoring with wireless sensor networks: Experiences from field deployments | KN FE |
| Mufti, A | The use of SHM in the evaluation of a railway bridge | 203 |
| Mukherjee, A. | Monitoring of Post-tensioned Tendons using Ultrasonic Guided Waves | 259 |
| Murphy, M.S | Externally Bonded FRPs for Shear Strengthening of Prestressed Concrete Girders | 216 |
| Mwafy, A.M. | Damage assessment of the multi-story buildings in the UAE under multiple earthquake scenarios | 142 |
| Münch, B. | Blending of cements - effects on porosity and chloride resistance | 206 |
| Münch, B | An advanced experimental setup to study plastic shrinkage cracking of concrete | 246 |