Structural Behavior of Composite Reinforced Concrete One-Way Slabs Voided with Plastic Bubbles-Reference-Cited by-同舟云学术

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Structural Behavior of Composite Reinforced Concrete One-Way Slabs Voided with Plastic Bubbles

Published:2022-03-07 Issue: Volume: Page:
ISSN:
Container-title:Construction Research Congress 2022
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Author:

Ibrahim Amer M.¹²¹,Ali Ibrahim A.¹²¹,Ali Rouaida H.¹²¹

Affiliation:

1. Dept. of Civil Engineering, College of Engineering, Univ. of Diyala, Iraq.

2. M.Sc. Student, Dept. of Civil Engineering, College of Engineering, Univ. of Diyala, Iraq. ORCID: https://orcid.org/0000-0001-6375-5580.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483978.054

Reference7 articles.

1. Prediction of longitudinal shear resistance of steel-concrete composite slabs;Ahmed S. M.;Engineering Structures,2019

2. Chung J. Choi H. Lee S. and Choi C. (2011). Proceeding of annual conference of the architectural nstitute of Korea Flexural Capacities of Two-Way Hollow Slab with Donut Type Void Korea.

3. Johanson, R. (1994), Composite structure of steel sheet and concrete. Volume 1 (beams; slabs; columns and frame for buildings.). Blackwell Scientific Publications, Oseny Mead, Oxford.

4. Siva, A., Senthil, R., and Swaminathan, S. Assessment of longitudinal shear strength of Composite deck slab.

5. Investigations on Efficiently Interfaced Steel Concrete Composite Deck Slabs

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