Structural reliability of eccentrically-loaded sections in RC columns made of recycled aggregate concrete

Engineering Structures

Volumn 32, Issue 11, 2010, Pages 3704-3712

  Breccolotti, Marco ^a   Materazzi, Annibale Luigi ^a  

^a UNIVERSITY OF PERUGIA   (Italy)

Author keywords

Design methods; RC elements; Recycled aggregate concrete; Structural reliability

Indexed keywords

COARSE AGGREGATES; CONCRETE COMPRESSIVE STRENGTH; CONVENTIONAL CONCRETE; DESIGN METHOD; DESIGN PROCEDURE; NUMBER OF SAMPLES; RC COLUMN; RC ELEMENTS; RECYCLED AGGREGATE CONCRETE; RECYCLED AGGREGATES; SAFETY COEFFICIENT; STATISTICAL PROPERTIES; STRUCTURAL CONCRETES; STRUCTURAL RELIABILITY; THEORETICAL INVESTIGATIONS; THEORETICAL RESEARCH;

COMPRESSIVE STRENGTH; DESIGN; QUALITY ASSURANCE; QUALITY CONTROL; RECYCLING; RELIABILITY ANALYSIS;

CONCRETE AGGREGATES;

CALIBRATION; COLUMN; COMPRESSIVE STRENGTH; DESIGN METHOD; ECCENTRICITY; EXPERIMENTAL STUDY; REINFORCED CONCRETE; RELIABILITY ANALYSIS; SAFETY; STRUCTURAL ANALYSIS;

EID: 77957312619     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.08.015     Document Type: Article

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