Mechanical and Structural Behavior of Concrete Blocks with Granulated Polystyrene (PS) and Recycled Polypropylene (PP) Fibres and Their Use in Low and Medium Height Frames
Author:
Affiliation:
1. Department of Engineering and Building Management, University of Talca, Curicó, Chile
Publisher
Informa UK Limited
Subject
Safety, Risk, Reliability and Quality
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2271074
Reference122 articles.
1. ACI211.1, 1993 (USA Standard). 1993. Proporcionamiento de Mezclas. Concreto Normal, Pesado y Masivo. Farmington Hills, MI, USA: American Concrete Institute.
2. ACI 530/530.1-13, 1988 (USA Standard). 1988. Building Code Requirements for Masonry Structures and Specifications for Masonry Structures. Farmington Hills, MI, USA: American Concrete Institute.
3. Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers
4. Seismic Capacity Assessment of Unreinforced Concrete Block Masonry Buildings in Pakistan Before and After Retrofitting
5. Properties of Normal Concrete, Self-compacting Concrete and Glass Fibre-reinforced Self-compacting Concrete: An Experimental Study
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