Titlebook: Recent Research in Sustainable Structures; Proceedings of the 3 Hugo Rodrigues,George Morcous,Mohamed Shehata Conference proceedings 2020 T

Engulf

维持

Experimental Investigation of Two-Way Hinges in Reinforced Concrete Members,his investigation are the square root of the column area over the hinge area, and the overall hinge strength due to vertical throat concrete crushing failure mode. It is expected that the results of this study will lead to the development of guidelines for the behavior of two-way hinges in reinforced concrete structures.

横截,横断

傲慢人

aspersion

2366-3405 ineering, applied to buildings, bridges, and infrastructures, in general heritage patrimony. The scope of the book focuses on the application of advanced experimental and numerical techniques and new technologies to the built environment.978-3-030-34215-9978-3-030-34216-6Series ISSN 2366-3405 Series E-ISSN 2366-3413

freight

绝食

High Performance Materials for Concrete Bridge Construction,g economical. Precast/prestressed concrete girders with span-to-depth ratio of over 30 were developed and tested. The main advantages of these girder are the ease of production, speed of construction, and enhanced durability. A summary of specimen design, production, and tested is presented.

Exaggerate

Post Buckling Behavior of Steel Plate Girder Panels Under Shear Loading, was also shown that the presence of flanges with bending strength does rise the shear capacity in the panel. However; light flanges give a slight increase in shear resistance without diagonal tension, but heavy flanges are shown to be capable of developing true diagonal tension, leading to a significant gain in total shear capacity.

行业

Basma Elsobky,Nada Attia,Omar Moustafa,Rafik Yanni,Mohamed Abdeldayem,Omar Elweleilly,Ezzat Fahmy,Mo

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