Author |
Title of the paper |
ID |
El-Badry, M.M. | An algorithm for extraction of cracks in concrete beams from images | 279 |
El-Badry, M. | Recent developments in optical systems for structural deflection measurement | 65 |
El-Dieb, A.S. | Durability characteristics of ultra-high-strength fiber-reinforced self-compacting concrete | 77 |
El-Dieb, A.S. | Chloride induced corrosion rate and bond strength in relation to concrete cover and bar diameter | 78 |
El-Hacha, R. | Analytical modeling of RC beams strengthened with prestressed NSM-CFRP strips subjected to freeze-thaw exposure | 20 |
El-Hacha, R. | Cost and Ductility Effectiveness of Concrete Columns Wrapped with CFRP and SFRP Sheets | 21 |
El-Sawy, K. | Impact of high-strength material on seismic design response factors and economics of multi-story buildings | 128 |
El-Sawy, K.M. | Testing of Steel Beams Externally Reinforced using Anchored Hybrid FRP Composites | 98 |
Elhuni, H.F. | Effect of Shear-Span Corrosion on the Flexural Behavior of Repaired RC Beams | 180 |
Eljajeh, Y. | Connection element for modeling of post-tensioned self-centering steel frames | 84 |
Elsaid, A.H. | Assessing Foundation Scour Using the Dynamic Features of the Bridge Superstructure | 346 |
Enckell, M. | The Structural Health Monitoring System of the Izmit Bay Bridge: overview and SHM-based fatigue assessment | 105 |
Erdik, M. | Shake Table Tests of a Passive-Hybrid Isolation System | 142 |
Erdik, M. | The Selection of Earthquake Records for Pseudo Dynamic Tests of an old Highway Bridge | 232 |
Erdik, M. | Pseudo-dynamic test of an old R.C. highway bridge with plain steel bars - part I: Assessment of the "as-built" configuration | 233 |
Erkus, B. | Wind Comfort Assessment of a Tall Building According to Various Structural Codes | 191 |
Escobar-Sanchez, J.A. | Comparison of Strains at the Superstructure of a Bridge: Mathematical Model vs. Field Test with Fiber Optic system | 67 |