Author |
Title of the paper |
ID |
Caetano, E. | Continuous dynamic monitoring of bridges and special structures: ongoing research at ViBest/FEUP | 195 |
Caggiano, A. | A novel numerical approach for modelling the monotonic and cyclic response of FRP strips glued to concrete | 112 |
Cakti, E. | Structural Health Monitoring and Strong Motion Networks in Istanbul | 146 |
Canan Girgin, Z. | Modified failure criteria from rock mechanics to predict the ultimate strength of FRP confined column | 75 |
Carrera, A. | Laboratory study of fibre-optic strain sensor fixation for monitoring tunnel linings | 83 |
Catbas, F.N. | Implementation of Support Vector Machine Concept for Monitoring with Fiber Optic Sensing | 66 |
Catik, E. | Velocities of seismic waves in structures | 43 |
Cazzador, E. | Hybrid simulation of n old reinforced concrete viaduct based on nonlinear substructuring techniques | 217 |
Cejka, T. | Additional Horizontal Stiffening of Historical Masonry Structures with FRP Strips | 106 |
Celep, Z. | Nonlinear Static Pushover Analysis of Existing and CFRP Retrofitted RC Shear Wall Frame | 140 |
Celep, Z. | Performance-based evaluation of reinforced concrete buildings in Turksih codes | 365 |
Celik O.C. | Cyclic testing of a steel-core buckling restrained brace under near-fault displacement reversals | 107 |
Ceravolo, R. | Hybrid simulation of n old reinforced concrete viaduct based on nonlinear substructuring techniques | 217 |
Ceravolo, R. | Pseudo-dynamic test of an old R.C. highway bridge with plain steel bars - part I: Assessment of the "as-built" configuration | 233 |
Ceravolo, R. | Experimental dynamic identification of strategic building structures under real seismic loading | 272 |
Cetinkaya, S. | Cyclic testing of a steel-core buckling restrained brace under near-fault displacement reversals | 107 |
Chaallal, O. | The Embedment Length Effect on Reinforced Concrete Beams Strengthened in Shear using L-shaped CFRP Plates | 36 |
Chatzi, E. | Mechanical anchorage of CFRP sheets retrofitting masonry walls | 26 |
Chebila, F. | Wireless interrogation of passive sensors in confined environment | 82 |
Chen, C.M. | Proposal for the application of carbon fiber reinforced polymers (CFRP) for suspenders of arch bridges in China | 52 |
Chen, X. | Modal identification of a twelve span viaduct in two different construction stages via ambient dynamic testing | 57 |
Chikh, N. | Enhancement of the Structural Performance of Circular RC columns with CFRP Wrapping | 120 |
Chini, M. | Reinforcement Corrosion of a Post-Tensioned Steam Cured Concrete Jetty in the Persion Gulf Region | 133 |
Cho, M.-W. | Health monitoring of a cable-stayed bridge considering the temperature change | 247 |
Chronopoulos, P.M. | Retrofitting of RC columns with inadequate lap splices, by means of external confinement | 330 |
Chryssanthopoulos, M. K. | The Structural Health Monitoring System of the Izmit Bay Bridge: overview and SHM-based fatigue assessment | 105 |
Cinieri, V. | Monitoring and assessment for the sustainable management of historical buildings | 87 |
Comert, M. | Cyclic testing of a steel-core buckling restrained brace under near-fault displacement reversals | 107 |
Concu, G. | Condition assessment of a reinforced concrete building according to Fib Model Code 2010 | 124 |
Condron, K. | Load rating and fatigue life assessment of old steel railway bridges: a case study | 351 |
Cross, E. | Identifying and discriminating effects for structural health monitoring | KN JB |
Crépeau, L. | Field Testing of Hybrid-Reinforced Concrete Bridge Decks in Quebec | 238 |
Cunha, A. | Continuous dynamic monitoring of bridges and special structures: ongoing research at ViBest/FEUP | 195 |
Czaderski, C. | RC beams strengthened with prestressed and gradually anchored CFRP strips | 99 |