Seyedamirhesam Khalafi

ORCID: 0000-0003-0892-899X
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About
Contact & Profiles
Research Areas
  • Big Data and Business Intelligence
  • Innovative concrete reinforcement materials
  • Technology Adoption and User Behaviour
  • Concrete Corrosion and Durability
  • Structural Behavior of Reinforced Concrete
  • Tunneling and Rock Mechanics
  • Mineral Processing and Grinding
  • Scientific Measurement and Uncertainty Evaluation
  • Geoscience and Mining Technology
  • Advanced Statistical Methods and Models
  • Rock Mechanics and Modeling
  • Advanced Statistical Process Monitoring
  • Grouting, Rheology, and Soil Mechanics
  • Statistical and Computational Modeling

University of Houston
2019-2020

University of Qom
2020

University of Eyvanekey
2020

This paper presents a computational rational model to predict the ultimate and optimized load capacity of reinforced concrete (RC) beams strengthened by combination longitudinal transverse fiber polymer (FRP) composite plates/sheets (flexure shear strengthening system). Several experimental analytical studies on confinement effect failure mechanisms wrapped columns have been conducted over recent years. Although typical axial members are large-scale square/ rectangular in practice, majority...

10.31224/osf.io/w63cr preprint EN 2019-04-18

In most profile monitoring applications, the explanatory variables are not fixed from to profile.However, in studies, they assumed be values.Furthermore, observed units usually contain some source of uncertainty referred as "measurement errors."In this paper, first effect neglecting measurement errors on detection capability two common control charts for Phase II simple linear profiles is evaluated.Then, three remedial approaches including ranked set sampling, multiple and increasing sample...

10.24874/ijqr14.04-03 article EN cc-by-nc International Journal for Quality Research 2020-11-15

This paper presents a computational rational model to predict the ultimate and optimized load capacity of reinforced concrete (RC) beams strengthened by combination longitudinal transverse fiber polymer (FRP) composite plates/sheets (flexure shear strengthening system). Several experimental analytical studies on confinement effect failure mechanisms wrapped columns have been conducted over recent years. Although typical axial members are large-scale square/ rectangular in practice, majority...

10.12989/cac.2019.23.1.061 article EN Computers and Concrete, an International Journal 2019-01-01
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