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| Number of Proceedings: 7 | ||
| 1 | Numerical modeling of skirted foundation adjacent to sand slope under earthquake loading | |
| W. R Azzam | ||
| Show Article | ||
| 2 | BEHAVIOR OF SHALLOW FOUNDATION AND STRUCTURESADJACENT TO SHEET PILES DURING EARTHQUAKE LOADING | |
| Mohammed Sakr; Wasiem Azzam; Esraa Eldisouky; Esraa Eldisouky | ||
| Show Article | ||
| 3 | MONITORING CRACK PROPAGATION IN R. C. COUPLED SHEAR WALLS SUPPORTED ON TWO COLUMNS | |
| Amir A. EL-Fadeel; Naser F. EL-Shafey; Heba M. Issa | ||
| Show Article | ||
| 4 | The Effect of Yielding-Core Lengths on the Seismic Behavior of BRBFs | |
| Hamdy M Abou-Elfath*; Mohamed M Abdelnaby; Aliaa Mansour; Hamdy M Abou-Elfath; Mohamed M Abdelnaby | ||
| Show Article | ||
| 5 | Seismic Strengthening of RC Frames using Hybrid SMA-Steel BRBs | |
| Nour Mohamed El-Heweity*; Hesham ZeinElDin; Hamdy AbouElfath; Mostafa Shawky Ramadan; Nour Mohamed El-Heweity; Mostafa Shawky Ramadan | ||
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| 6 | A comparative Study of the Seismic Performance of Buckling-Restrained Braced Frames and Controlled Rocking Self-Centering Systems | |
| Hamdy M Abou-Elfath; Mostafa Shawky Ramadan; Mohab Riad Turkomany*; Hamdy M Abou-Elfath; Mostafa Shawky Ramadan; Mohab Riad Turkomany | ||
| Show Article | ||
| 7 | Evaluation of the Egyptian Seismic code design of regular frames using the performance-based design methods | |
| Ahmed Tarabia* | ||
| Show Article | ||
