Flexural performance of concrete‐filled steel tubular beams with wood chip aggregate
Abstract This study investigates the flexural performance of concrete‐filled steel tubular (CFST) beams with partial replacement of aggregates by wood chips (0%–25%) through experimental and numerical analysis. This study is novel in that it experimentally and numerically investigates the flexural behavior of CFST beams with partial replacement of ...
Mizan Ahmed +6 more
wiley +1 more source
Probabilistic evaluation of combination rules for seismic response prediction of horizontally curved RC bridges under varying earthquake incidence angles. [PDF]
Tehrani P, Heydarpour K.
europepmc +1 more source
Seismic response of CRTS II ballastless track-bridge system considering the damage of track structure. [PDF]
Yan B, Li Z, Liu S, Xie HR.
europepmc +1 more source
Abstract The use of fiber reinforced concrete (FRC) in precast tunnel segments is among the most established and representative applications of this material. Over the past two decades, numerous tunnel linings were constructed with partial or total substitution of conventional steel reinforcement by fibers, this yielding to quantifiable benefits in ...
Vladimir Rusanov +4 more
wiley +1 more source
Seismic response and collapse capacity assessment of dual RC buildings with vertical irregularities in shear walls. [PDF]
Aslani M, Tehrani P.
europepmc +1 more source
Seismic Response Evaluation of High-Steep Slopes Supported by Anti-Slide Piles with Different Initial Damage Based on Shaking Table Test. [PDF]
Chen H +5 more
europepmc +1 more source
Abstract Lightweight strain‐hardening ultra‐high‐performance concrete composite (SH‐UHPC) is an outstanding alternative for engineering applications and infrastructure thanks to its outstanding strength, toughness, ductility, and low density. The integration of artificial intelligence (AI)‐based modeling strategies into engineering problems can ...
Metin Katlav, Kazim Turk
wiley +1 more source
Seismic response of a mid-story isolated stilted structure in mountainous areas. [PDF]
Li J, Liu D.
europepmc +1 more source
Seismic response prediction of FRC rectangular columns using intelligent fuzzy-based hybrid metaheuristic techniques. [PDF]
Mehrabi P +4 more
europepmc +1 more source
Abstract Textile reinforced mortar (TRM) systems have emerged as an effective alternative to conventional FRP strengthening solutions due to their compatibility with concrete substrates and favorable performance under adverse environmental conditions.
Ömer Mercimek +4 more
wiley +1 more source

