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| Number of Proceedings: 11 |
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| 1 |
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Seismic behavior of structures and foundations on reinforced sand |
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Mohamed A. Sakr, Waseim R. Azzam and Esraa A. El-Disouky |
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| 2 |
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Numerical modeling of skirted foundation adjacent to sand slope under earthquake loading |
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W. R Azzam |
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| 3 |
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NONLINEAR ANALYSIS OF RC CONTINUOUS DEEP BEAMS |
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Mohie El-Din Shoukry, Said M. Allam, Zaki I. Mahmoud, and Heba. S. Mohamed |
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| 4 |
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BEHAVIOR OF SHALLOW FOUNDATION AND STRUCTURESADJACENT TO SHEET PILES DURING EARTHQUAKE LOADING |
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Mohammed Sakr, Wasiem Azzam, Esraa Eldisouky |
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| 5 |
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EFFECT OF EMBEDMENT DEPTH OF STRIP FOOTING SUPPORTED BY REINFORCED SAND CUSHION ON PEAT SOIL |
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MOHAMED N. EL-SIRAGY and MOHAMED A. SAKR |
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| 6 |
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NEW AUSTRIAN SHALLOW AND DEEP TUNNELING METHOD IN SOFT GROUND |
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Alaa Ata, El-Kilany M. El, Mostafe K. El |
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| 7 |
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NUMERICAL ANALYSIS FOR SHELL FOUNDATIONS |
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Remo Rinaldi, Mohamed Abdel-Rahman, and Adel Hanna |
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| 8 |
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Flexural behavior of cold formed welded built-up steel I-girders |
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Karim Mahmoud Hussein, Ahmed Shamel Fahmy, Tarek Ibrahim |
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| 9 |
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Comparison between Traditional CFST T-joint with PBL and CFDSST-to-SHS T-Joint |
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Yan Diao, duo chen Zhang, Hongzhi He, Mostafa Hassanein, Hua Jiang |
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| 10 |
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NUMERICAL ANALYSIS OF VERTICAL SINGLE PILE UNDER INCLINED LOADING |
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Fathi Mohmaed Abdrabbo, Khaled Gaaver, Musab Musa Ahmed Eldooma |
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| 11 |
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EXPERIMENTAL AND NUMERICAL STUDY OF FIBROUS RC CORBELS SUBJECTED TO ECCENTRIC VERTICAL LOADS |
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Osama Mohamed Anwar, Gehan Abdulrahman Hamdy, Ayman Mohamed Ismail |
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