Titlebook: Advances and Challenges in Structural Engineering; Proceedings of the 2 Hugo Rodrigues,Amr Elnashai Conference proceedings 2019 The Editor(

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Social Work: Evaluation and Supportis may be attributed to inadequate shear reinforcement in the beam-column joints region., This paper presents the first results of an experimental campaign performed – at the Laboratory of Materials & Structures of the Arab Academy And Technology (EGYPT) – with the aim to investigate the seismic per

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A. Boneu,R. Bugat,P. Sie,B. Boneuto enhance the integrality and stiffness of the multi-rib arch bridge. Then, the longitudinal beams of each side of arch bridge are supported by using stayed cables through the cable tower. Comparison of the values gained by space finite element and field test confirmed that the proposed method for

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A. Boneu,R. Bugat,P. Sie,B. BoneuII, the selected CKD and sand have been mixed with water and cement and pressed to form a molds using a pressure of 6 Mpa. The stage III aimed to enhance the compressive strength, CS and absorption of the produced brick by increasing compressive strength to 11 Mpa without increasing cement percentag

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