Results 211 to 220 of about 306,561 (318)
Experimental investigation of reinforced concrete members subjected to reversed cyclic axial loading
Abstract This paper presents an experimental campaign of five reinforced concrete members subjected to cyclic axial loading alternating between tension and compression. Fiber optical sensors and digital image correlation, in combination with automated crack detection and measurement, were used to investigate, among other aspects, the development of ...
Simon Karrer +2 more
wiley +1 more source
Influence of gradient wave velocity structure of 3-D Gaussian-shaped rocky hills on seismic wave propagation. [PDF]
Fan Q, Li X, Wang S.
europepmc +1 more source
Abstract Post‐earthquake fires pose a significant threat to urban environments, with potentially catastrophic consequences for buildings and infrastructure. To enhance understanding and mitigate these risks, this study conducts a comparative analysis of post‐earthquake fire (PEF) in two‐dimensional (2D) and three‐dimensional (3D) reinforced concrete ...
Hugo Vitorino +3 more
wiley +1 more source
Intelligent earthquake prediction using animal vocal behavior analysis based on machine learning and deep learning approaches. [PDF]
Salakapuri R +5 more
europepmc +1 more source
Abstract In practice, reinforced concrete (RC) wall‐like columns often have openings to facilitate building services, which creates stress concentrations around the opening, resulting in the weakening of their load‐carrying capacity. This study proposes innovative strengthening methods using near‐surface mounted (NSM) incorporating steel materials to ...
Ahmed Hamoda +4 more
wiley +1 more source
Tsunamigenic fault structures revealed in the 2024 Noto earthquake (M7.6) rupture area. [PDF]
Park JO +8 more
europepmc +1 more source
Abstract This study introduces an innovative approach to strengthening defected reinforced concrete (RC) columns using externally bonded stainless steel and galvanized steel plates. Unlike conventional strengthening methods, this technique replaces traditional transverse stirrups with steel sheets, providing enhanced confinement and ductility.
Ahmed Hamoda +5 more
wiley +1 more source
Influence of Temperature on the Mechanical Behavior of Lead/Rubber Bearings. [PDF]
Yang F, Zhang L, Pang H, Jiang T.
europepmc +1 more source
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
Computational feasibility of large-scale three-dimensional seismic analysis for a fully prefabricated underground metro station. [PDF]
Chen B, Dong Q, Zhai L.
europepmc +1 more source

