New aspects about the effect of critical regions reinforcement on the strength and moment redistribution of RC continuous T-beams (Experimental and numerical study)

Author:

Abdelaleem TarekORCID,Diab Hesham M.,Rashwan Mohamed M.M.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference22 articles.

1. ACI 318M-14, Building Code Requirements for Structural Concrete. An ACI Standard and Commentary, March (2015).

2. CSA (Canadian Standard Association). Code for the design of concrete structures for buildings. CSA/A23.3-14, Toronto, Ontario, Canada; (2014).

3. Prediction of the load capacity of two-span continuous prestressed concrete beams;Campbell;PCI,1988

4. Cohn MZ. Continuity in prestressed concrete partial prestressing. Partial prestressing, from theory to practice, vol. I, Survey Reports, NATO ASI Series. Boston, Mass.: Martinus Nijhoff Publishers; p. 189–256 (1986).

5. European Committee for Standardization. Eurocode 2: design of concrete structures – Part 1-1: general rules and rules for buildings. DS/EN 1992-1-1 + AC:2008. Brussels: European Committee for Standardization; (2009).

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