Author |
Title of the paper |
ID |
Magalhães, F. | Continuous dynamic monitoring of bridges and special structures: ongoing research at ViBest/FEUP | 195 |
Maher, A. | Rapid and comprehensive condition assessment of concrete bridge decks using a robotic system with integrated NDE | 208 |
Malekzadeh, M. | Implementation of Support Vector Machine Concept for Monitoring with Fiber Optic Sensing | 66 |
Manfredi, G. | Nonlinear analyses of adobe masonry walls reinforced with fiberglass mesh | 151 |
Manfredi, G. | Simplified modeling of FRP wrapping of rectangular cross-sections | 158 |
Mao, J.-H. | An Integrated Sensing System for Monitoring the Corrosion Activity in Concrete Blocks Exposed at Hangzhou Bay Bridge | 352 |
Marcantonio, P.R. | Rescuing the Sidi Rached Bridge | 165 |
Marioni, A. | Pseudo-Dynamic test of an old R.C. highway bridge with plain steel bars - part II: Investigation on the effectiveness of Yielding-based and FPS isolators | 234 |
Martinelli, E. | A novel numerical approach for modelling the monotonic and cyclic response of FRP strips glued to concrete | 112 |
Martinelli, E. | Flexural response of RC beams strengthened by MF-FRP laminates: numerical modeling | 299 |
Martinelli, E. | RC beams strengthened with prestressed and gradually anchored CFRP strips | 99 |
Martinez Rubio, J. | Methodology of efficient assessment of structural deformation from Non-intrusive techniques for Civil Heritage conservation | 44 |
Marzouk, H. | Fibre Optic Embedded Sensors for the Health Monitoring of Offshore Structures | 37 |
Masmoudi, R. | Behavior of FRP-Reinforced Concrete Slabs under Temperature and Sustained Load Effects | 169 |
Masmoudi, R. | Finite element modeling of thermal deformations in concrete beams reinforced with FRP bars | 294 |
Masmoudi, R. | Performance of square concrete-filled FRP tubes versus steel reinforced concrete columns | 348 |
Masoumi, F. | Inspection, testing and evaluation of reinforced concrete bridges in Turkey | 316 |
Masoumi, F. | A pilot study for inspection, damage assessment and management of bridges in Turkey | 319 |
Matsumoto, T. | Feasibility study of vibration monitoring by using fibre Bragg grating sensors | 266 |
Matsumoto, Y. | Feasibility study of vibration monitoring by using fibre Bragg grating sensors | 266 |
Matta, E. | Experimental dynamic identification of strategic building structures under real seismic loading | 272 |
McCarter, W.J. | An Integrated Sensing System for Monitoring the Corrosion Activity in Concrete Blocks Exposed at Hangzhou Bay Bridge | 352 |
McGetrick, P.J. | The use of an instrumented vehicle in a wavelet based damage detection approach for bridge structures | 72 |
Mei, Z. | Hybrid simulation of n old reinforced concrete viaduct based on nonlinear substructuring techniques | 217 |
Meier, U. | Proposal for the application of carbon fiber reinforced polymers (CFRP) for suspenders of arch bridges in China | 52 |
Meier, U. | Try the impossible to achieve the possible | KN UM |
Meisner, J. | Fiber Sensors Based System for Tunnel Linings’ Structural Health Monitoring | 349 |
Meng, N. | Remote structural health monitoring for bridge expansion joints and bearings | 198 |
Meng, N. | The seismic retrofitting of the Viaduc de Chillon, Switzerland | 199 |
Mesbah, H. | Enhancement of the Structural Performance of Circular RC columns with CFRP Wrapping | 120 |
Meyer, J. | Wireless monitoring of the dynamic performance of a footbridge | 64 |
Michels, J. | RC beams strengthened with prestressed and gradually anchored CFRP strips | 99 |
Middleton, C.R. | Structural Health Monitoring of Bridges | 168 |
Mikolajczyk, M. | Punching shear strengthening of reinforced concrete slab-column connections using externally bonded CFRP sheets | 183 |
Milani, A.S. | Analytical and Experimental Investigations of a New Hysteretic Damper for Seismic Protection of Bridges | 314 |
Miyahara, N. | Resistance Mechanism of Low Strength Concrete Columns with Wing Wall | 73 |
Miyamoto, A. | Development of Bridge Monitoring System for Short- and Medium-Span Bridges based on Bus Vibration | 30 |
Miyamoto, A. | Development of Practical Bridge Management System for Prestressed Concrete Bridges | 33 |
Mofidi, A. | The Embedment Length Effect on Reinforced Concrete Beams Strengthened in Shear using L-shaped CFRP Plates | 36 |
Mohammed, A. | Assessment of structural deformation and vibration of corrosion-damaged frame bridges under moving truck | 275 |
Moon, C-H. | Prediction of Structural Behavior of RC Columns Confined with High Strength Steel Bars | 332 |
Moor, G. | Remote structural health monitoring for bridge expansion joints and bearings | 198 |
Moor, G. | The seismic retrofitting of the Viaduc de Chillon, Switzerland | 199 |
Moradian, M. | Reinforcement Corrosion of a Post-Tensioned Steam Cured Concrete Jetty in the Persion Gulf Region | 133 |
Morandotti, M. | Conservation of Historic Timber Roofs: Knowledge, Monitoring, Strengthening | 166 |
Morandotti, M. | Monitoring and assessment for the sustainable management of historical buildings | 87 |
Mostofinejad, D. | Experimental evaluation of FRP-to-concrete bond strength in EBROG technique for strengthening concrete members | 225 |
Mostofinejad, D. | Influence of milled waste glass as partial cement replacement on durability of recycled aggregate concrete in sulfate environment | 258 |
Motavalli, M. | Post-tensioning for rehabilitation of the in-plane behavior of structural masonry walls | 197 |
Motavalli, S. | California Green Leadership in Roadway Design and Environmental Sustainability (RODES) | 263 |
Motavalli, M. | Finite element modeling for fatigue strengthening of metallic riveted bridges using un-bonded pre-stressed CFRP plates | 302 |
Motavalli, M. | RC beams strengthened with prestressed and gradually anchored CFRP strips | 99 |
Mousavi, R. | Predicting the Deflection of RC Beams Strengthened with FRP Laminates | 293 |
Moutinho, C. | Continuous dynamic monitoring of bridges and special structures: ongoing research at ViBest/FEUP | 195 |
Mwafy, A.M. | Impact of high-strength material on seismic design response factors and economics of multi-story buildings | 128 |
Mwafy, A.M. | Efficient and cost-effective seismic design using inelastic analysis procedures and overstrength | 92 |