| Author |
Title of the paper |
ID |
| Mair, R.J. | Structural monitoring of concrete segmental lining tunnels during construction with conventional and fibre optic instrumentation | 118 |
| Makovička, D. | Experimental research into dynamic characteristics of masonry segment barrel vaults | 111 |
| Mangır, A. | Strength upgrading of existing steel storage rack beam-to-column connections | 298 |
| Mari, A. | Mechanical-based shear model for assessment of reinforced and/or prestressed concrete beams | 64 |
| Martinelli, E. | Towards a rational strategy for seismic retrofitting of RC framesby combining member- and structure-level techniques | 58 |
| Martinellli, E. | Modelling the cyclic response of FRP strips glued to a brittle substrate | 71 |
| Marzouk, H. | The Use of Multichannel Random Decrement for Monitoring of Concrete Bridge Girders | 31 |
| Mas, B. | Ductile shear failure in RC beams reinforced with pseudoelastic Ni-Ti spirals | 63 |
| Masmoudi, R. | New design of rectangular partially concrete-filled filament-wound FRP tube beam | 114 |
| Matsumoto, A. | A Study on the Detection of Bridge Slab Deterioration using a WirelessVibration Measurement System | 208 |
| Matsumoto, T. | Damage monitoring by using fiber Bragg grating sensors for adhesively bonded joints | 224 |
| Matsumoto, Y. | Damage monitoring by using fiber Bragg grating sensors for adhesively bonded joints | 224 |
| Matthys, S. | Influence of bond stress-slip relationship on bond strength prediction | 214 |
| Mazumder, A.F. | Investigation of the Seismic Performance of Concrete Masonry Walls Plastered by Microsilica and Steel Fiber Admixed Mortar | 87 |
| Michels, J. | Thermo-mechanical properties of commercially available epoxy resins for structural applications | 195 |
| Michels, J. | Influence of temperature on the CFRP/epoxy/concrete bond | 20 |
| Michels, J. | Pioneering strengthening of bridge girders with pretensioned CFRP laminates in Poland | 247 |
| Michels, J. | Towards modelling the long-term behavior of prestressed CFRP strips subjected to elevated temperatures | 293 |
| Mills, J.E. | Plastic hinge length and ultimate drift of FRP-confined circular colums under seismic loading | 59 |
| Misir, I.S. | Modal Identification Results of RC Frames at Different Damage Levels | 80 |
| Mitovski, S. | Safety evaluation of an arch dam by calibrating numerical models and monitoring data | 138 |
| Miyamoto, A. | A Study on Intelligent Bridge with an Advanced Monitoring System & Smart Control Technique | 15 |
| Moghaddam, N.G. | A New Strength Model for FRP Confined Circular Concrete Columns | 32 |
| Moghaddam, N.G. | Proposed Slenderness Limit for FRP Circular Concrete Column | 46 |
| Mohamed, H. | PHYSICAL, MECHANICAL, AND DURABILITY CHARACTERIZATION OF BASALT FRP BARS FOR CONCRETE STRUCTURES | 252 |
| Mohamed, H.M. | PHYSICAL, MECHANICAL, AND DURABILITY CHARACTERIZATION OF CARBON FRP CABLE | 253 |
| Mohammadi, A.H. | Local reinforcement of timber beams using D-shape CFRP strip | 188 |
| Mohammadi, A.H. | Failure evaluation of timber beams locally reinforced by CFRP strips using 3D digital image correlation system | 243 |
| Monetta, T. | Correlation between steel corrosion and concrete cover crack openings | 96 |
| Monti, G. | Experimental dynamic assessment of a cable-stayed bridge | 11 |
| Moretti, M.L. | Calculation of the compressive strength of concrete columns partially confined with CFRP | 228 |
| Moretti, M.L. | Design assumptions and their impact in strengthening of RC frames with RC infills | 244 |
| Morsy, R. | The Use of Multichannel Random Decrement for Monitoring of Concrete Bridge Girders | 31 |
| Motavalli, M. | Local reinforcement of timber beams using D-shape CFRP strip | 188 |
| Motavalli, M. | Thermo-mechanical properties of commercially available epoxy resins for structural applications | 195 |
| Motavalli, M. | Strengthening of RC beams with iron-based shape memory alloy strips | 200 |
| Motavalli, M. | Failure evaluation of timber beams locally reinforced by CFRP strips using 3D digital image correlation system | 243 |
| Motavalli, M. | Pioneering strengthening of bridge girders with pretensioned CFRP laminates in Poland | 247 |
| Motavalli, S. | Warren Hall Seismic Retrofit vs. Demolition –A Feasibility Analysis - Case Study | 57 |
| Motavalli, M. | Design criterion for fatigue strengthening of steel girders using bonded CFRP laminates | 69 |
| Motavalli, M. | Iron based shape memory alloys - a new material for prestressing of concrete structures | KN2 CC |
| Motoshita, M. | A Study on Intelligent Bridge with an Advanced Monitoring System & Smart Control Technique | 15 |
| Moustafa, A. | Shake Table Testing of a Damage-Resistant Segmental Double Skin Bridge Column with Self Centering Capability | 271 |
| Mukai, T. | Study on judgment process on continuous use of disaster management buildings after earthquake | 86 |
| Mutalib, A.A. | Mechanical Characterization of Polyurethane Elastomers: For Retrofitting Application against Blast Effects | 48 |