Experimental and Numerical Analysis of Plate–Fiber‐Reinforced Composite Double Coupling Beams

Documenti analoghi

• Shear Capacity Analysis of Small Span‐Depth Ratio Steel Plate‐Fiber Concrete Composite Coupling Beams
  di: Jianbo Tian, et al.
  Pubblicazione: (2025)
• Flexural Behavior of Steel Fiber–Reinforced Alkali‐Activated Lightweight Aggregate Concrete Superposed Beams: Experimental and Theoretical Study
  di: Jian‐Fei Cheng, et al.
  Pubblicazione: (2026)
• Experimental and Finite Element Analysis of the Built‐Up Hot‐Rolled Channel Steel Beams
  di: Ruijun Zhang, et al.
  Pubblicazione: (2025)
• Analysis of the Seismic Vulnerability of a Masonry Pagoda Based on Increasing Dynamic Analysis
  di: Junlong Lu, et al.
  Pubblicazione: (2024)
• Experimental and Numerical Study of the Concrete‐Filled Double‐Skin Columns With Stainless Steel Outer Tubes Subjected to Cyclic Loading
  di: Haitham Albozagre, et al.
  Pubblicazione: (2025)