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:

Dominguez-Santos David1ORCID,Gutiérrez Guerra María Constanza1

Affiliation:

1. Department of Engineering and Building Management, University of Talca, Curicó, Chile

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

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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