MKENG · LB
01 · Pillar

Structural Engineering

Post-tensioned and prestressed concrete; seismic mitigation; fiber-reinforced systems; monostrand anchorage; inverted-U-shaped reinforcement.

Methodology
  • ACI 318 and Eurocode 2 verification on every design review
  • Inverted-U-shaped reinforcement methodology (Khatib, Case Studies in Construction Materials, 2020)
  • Monostrand anchorage re-validation (Khatib, Heliyon, 2024)
  • Finite-element re-analysis using ETABS, ABAQUS, ANSYS
Representative work
  • Post-tensioned flat-slab serviceability remediation (published methodology)
  • Inverted-U shear-strength enhancement — book and 2020 paper
  • Monostrand anchorage in unbonded post-tension flat-slab systems (Heliyon 2024)
  • AI-assisted seismic isolator optimization (forthcoming, EC8 / UBC-97)
When this engagement makes sense
  • A serviceability or shear-capacity finding needs an independent peer-grounded re-analysis.
  • A design verification must withstand a sworn deposition.
  • An academic collaboration requires an industry co-author with stamped credentials.
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