Results 111 to 120 of about 15,696 (266)
Seismic Response Analysis of Steel-Concrete Composite Frame Structures with URSP Connectors. [PDF]
Duan L, Nie X, Su H, Tan J.
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
The mechanical properties of composite electrical equipment are better than ceramic electrical equipment and it have broad application prospects in substation or converter station.
Zhubing ZHU +6 more
doaj
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
Experimental investigation of seismic response of precast concrete panels with castellated keys support pillar connections under in-plane cyclic loading. [PDF]
Wang Z, Zhao J, Chen X, Liu S, Ma B.
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
Numerical simulation of the seismic response of corroded pipelines crossing faults. [PDF]
Li Y, Zhang A.
europepmc +1 more source
Seismic Response of Star-Type Grid Concrete Wall Structure by Numerical Modeling. [PDF]
Tang B +5 more
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
Comparing machine learning and deep learning approaches to predicting the seismic response of slab-column connections. [PDF]
El-Mandouh MA +3 more
europepmc +1 more source

