Results 211 to 220 of about 204,718 (355)
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
Seismic performance of reinforced concrete beam column joints strengthened with ECC shells. [PDF]
Xiao Z, Wang L, Huang R.
europepmc +1 more source
STUDY FOR IMPLEMENTATION OF ANTI-CATASTROPHE-ORIENTED SEISMIC DESIGN
Riki Honda
openalex +1 more source
Experimental analysis of bolted connections for precast concrete walls under cyclic tensile loading
Abstract Dry‐bolted connections in precast wall structures simplify the assembly process and offer significant advantages in terms of construction speed and cost. In fact, the reduction of the required workmanship, compared to wet connections, makes this solution highly competitive.
Ricardo Martins +5 more
wiley +1 more source
Advanced single-strut modelling of lightweight in-filled RC frames: validation and seismic performance assessment. [PDF]
El-Fotuh GA, Attia WA, El-Feky MS.
europepmc +1 more source
Energy based seismic design of a multi-storey hybrid building : timber-steel core walls
Caleb Goertz
openalex +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 fragility analysis of BRB-retrofitted highway pile-slab structures with an improved load-transmission path. [PDF]
Shen Y +5 more
europepmc +1 more source

