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A systematic review of Building Performance Evaluation criterias (BPE)

Abstract: The objective of this article is to provide, through a systematic review of the literature, focused on the quality control of buildings, a database to present the Building Performance Evaluation (BPE) most used criteria. Through this review, 782 articles were

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Numerical simulation and fire experiment in residential dormitory

Abstract: This article presents a computer-made simulation of a fire that had already been done through an experiment in a room that reproduced a bedroom of a one-family residence, which is a typical case of burned construction in the city of Recife (Pernambuco - Brazi

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Influence of anchorage on flexural strength of beams strengthened with CFRP sheets

Abstract: In order to evaluate the influence of anchorage on the flexural strength of beams strengthened with Carbon Fiber Reinforced Polymer (CFRP) sheets, the experimental results of 126 tests in the literature and of an unprecedented series with 4 reinforced concret

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Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets
Y. S. Simões C. F. R. Santos

Abstract: This article aims to compare two techniques of structural reinforcement, carbon fiber and steel sheets, used for the recovery of reinforced concrete elements degraded by fire. It simulates the deterioration of a beam in a fire situation from a thermal numeric

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Experimental analysis of reinforced concrete beams strengthened with steel bars and epoxy structural adhesive

Abstract: This work was aimed at analyzing the efficiency of the strengthening of reinforced concrete beams with the addition of steel bars and epoxy adhesive. Five beams were produced, out of which four beams were strengthened to flexure. In two of them, “U” clips wer

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Evaluation of the ultrasound test for estimating the depth of cracks in concrete

Abstract: The objective of this study is to evaluate the ultrasound test to estimate the depth of cracks in concrete, using a mathematical model published in the literature, and to verify this depth with more accurate results. Four concrete test specimens were molded f

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Assess of residual mechanical resistance of reinforced concrete beams after fire

Abstract: This paper presents an experimental program to determine the residual strength of simple supported reinforced concrete beams subject to bending after fire. Also presented is a three-dimensional, nonlinear finite element model capable of predicting the thermal

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Compressive strength and microstructure of concretes manufactured with supersulfated cement based on materials of volcanic origin exposed to a sulfate environment

Abstract: This paper presents the results of concretes manufactured with supersulfated cement (SSC) based on volcanic materials. The concretes were cured under two regimes, one for 24 h at 25 °C and another for 22 h at 60 °C and then at 25 °C. The specimens were expose

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Criterios de Evaluación
Criterios Básicos de Admisión Criterios Básicos de Admisión
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Criterios Altamente Valorados / Criterios Deseables Criterios Cualitativos
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Criterios Altamente Valorados Cuantitativos
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