Assessment and Calibration of the ACI Punching Shear Resistance of LW Slabs Using Reliability Methods
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-47428-6_1
Reference22 articles.
1. ACI-213 (2014) Guide for Structural Lightweight-Aggregate Concrete”, ACI Committee 213, American Concrete Institute, Farmington Hills, Michigan, USA: ISBN: 978-0- 87031-897-9
2. ACI-318-19 (2019) ACI Committee 318. Building Code Requirements for Structural Concrete (ACI 318- 19) and Commentary on Building Code Requirements (ACI 318-19). Farmington Hills (MI): American Concrete Institute; 2019.
3. Alkhatib S, Deifalla A (2002) Reliability-based assessment and optimization for the two-way shear design of lightweight reinforced concrete slabs using the ACI and EC2. Case Stud Constr Mater 17(2022):e01209.
4. Alkhatib S, Deifalla A (2022) Punching shear strength of FRP-reinforced concrete slabs without shear reinforcements: a reliability assessment. Polymers 14:1743. https://doi.org/10.3390/polym14091743
5. Deifalla A (2020a) Design of lightweight concrete slabs under two-way shear without shear reinforcements: A comparative study and a new formula. Eng Struct 222(2020):111076
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