Abstract Accelerated urbanization has intensified environmental concerns due to excessive natural resource consumption and construction waste generation. Circular concrete‐filled steel tube (CFST) columns incorporating manufactured sand recycled coarse aggregate (MS‐RCA) concrete have emerged as an innovative composite element offering notable ...
Minsheng Guan +7 more
wiley +1 more source
Structural and stratigraphic controls on reservoir distribution in the Ptah oil field, Shushan Basin, North Western Desert, Egypt. [PDF]
Shamia KES, Othman AAA, Fathy M.
europepmc +1 more source
Kinematics‐based model for shear capacity assessment of unreinforced interior beam–column joints
Abstract This study presents a kinematics‐based model for assessing the shear strength of reinforced concrete interior beam–column joints without transverse reinforcement. The proposed framework is built on first principles—kinematics, equilibrium, and constitutive relations—and explicitly models discrete cracks by introducing kinematic parameters such
Daniele Arcuri +2 more
wiley +1 more source
Dynamics of non-self-similar earthquakes illuminated by a controlled fault asperity. [PDF]
Okubo K, Yamashita F, Fukuyama E.
europepmc +1 more source
The challenges of GFRP RC beam design for limit states
Abstract Glass fiber reinforced polymer (GFRP) bars are used ever more frequently in concrete construction due to their non‐corrosive and anti‐magnetic properties. Their research over the past decades focused on fundamental questions, such as the design aspects of beams under flexural loads.
Szabolcs Szinvai, Tamás Kovács
wiley +1 more source
Machine learning driven reservoir property modeling of the AEB-3E reservoir in the Berenice field Egypt. [PDF]
Eid AM, Mabrouk WM, Amer M, Metwally A.
europepmc +1 more source
Effective axial strength of laterally strengthened RC pier heads with post‐tensioning method
Abstract This study investigates the structural performance enhancement of reinforced concrete (RC) pier heads laterally strengthened with unbonded post‐tensioning (PT) to accommodate increased design loads following a deck replacement of an existing railway bridge.
Yujae Seo +3 more
wiley +1 more source
Three‐parameter kinematic theory for shear assessment of reinforced concrete short columns
Abstract This work presents a rational kinematics‐based model for assessing the shear capacity of rectangular reinforced concrete short columns. Due to their high stiffness and brittleness, short columns are particularly vulnerable to seismic forces, often exhibiting critical failures.
Daniele Arcuri +2 more
wiley +1 more source
Integrated reservoir quality index (IRQI): a novel approach for reservoir quality assessment. [PDF]
Leisi A, Kadkhodaie A, Kadkhodaie R.
europepmc +1 more source

