Reliability-based assessment and optimization for the two-way shear design of lightweight reinforced concrete slabs using the ACI and EC2

Author:

Alkhatib Soliman,Deifalla A.

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference39 articles.

1. Enhanced reliability assessment of punching shear resistance models for flat slabs without shear reinforcement;Ricker;Eng. Struct.,2021

2. A new formula of punching shear strength for fiber-reinforced polymer (FRP) or steel-reinforced two-way concrete slabs;Ju;Compos. Struct.,2021

3. Design of lightweight concrete slabs under two-way shear without shear reinforcements: a comparative study and a new formula;Deifalla;Eng. Struct.,2020

4. A strength and deformation model for prestressed lightweight concrete slabs under two-way shear;Deifalla;Adv. Struct. Eng.,2021

5. Strength and ductility of lightweight reinforced concrete slabs under punching shear;Deifalla;Structures,2020

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