Author |
Title of the paper |
ID |
Rahal, K.N. | Effects of Loading Configuration on Shear Behavior of Reinforced Concrete Beams | 59 |
Rahman, M.K | Field Monitoring of an In-Service Thrust Anchor Block and Pipeline | 334 |
Rainieri, C | Sensor embedment, dynamic monitoring and model refinement for smart geotechnical structures | 229 |
Rasheed, H. | A Non-Dimensional Design Procedure for Flexural Strengthening of R/C Beams Using FRP | 338 |
Realfonzo, R. | FRP laminates mechanically fastened to concrete: experimental observations and numerical modeling | 322 |
Rehman, S | Field Monitoring of an In-Service Thrust Anchor Block and Pipeline | 334 |
Rinaldos, D | Monitoring of a piling wall by means of FBG | 212 |
Rizk, E | Structural health monitoring of offshore concrete structures using FBG sensors | 174 |
Rocca, S | FRP-Confined Reinforced Concrete Columns: Assessment of International Guidelines | 241 |
Rosiepen, C | Narrow fabrics as conductors for monitoring systems of textile based architectural structures | 96 |
Rossi, G. | Monitoring of a piling wall by means of FBG | 212 |
Russo, V | Performance and damage assessment of 16th century St. Maria del Popolo church in Naples (Italy) | 124 |
Rück, P | Life-time extension of masonry-arch bridges | 226 |
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