Results 101 to 110 of about 644 (222)
Data for: Cyclic behaviour of lightly-reinforced concrete columns with short lap splices subjected to unidirectional and bidirectional ...
Sang Whan Han (7017689) +1 more
core +1 more source
Strengthening lapped spliced reinforced concrete (RC) beams using tiny-diameter steel wires as near-surface-mounted (NSM) rods has not been carried out previously.
Sabry Fayed +5 more
doaj +1 more source
Behaviour of poorly detailed lap-splices under cyclic loading [PDF]
This paper presents the first part of a series of uniaxial cyclic tests on lap-splices. The work is conducted within the framework of a project on the seismic behaviour of existing, poorly detailed bridge piers which are typically constructed with a lap ...
Hannewald, Pia +2 more
core
Optimum design of wind turbine foundation according to rebar detailing
This research proposes a Mixed Integer Linear Programming model to assist structural engineers in the reinforcement detailing phase of circular foundations, with a specific focus on wind tower foundations, aiming to optimise the design process and ...
Italo Linhares Salomão +6 more
doaj +1 more source
Experimental Study on the Flexural Behavior of Lap-Spliced Ultra-High-Performance Fiber-Reinforced Concrete Beams. [PDF]
Bae BI, Choi HK.
europepmc +1 more source
<p>Recent post-earthquake missions have shown that both old and code-compliant reinforced concrete wall buildings can experience critical damage due to lap splices, which led to a recent surge in experimental tests of walls with such constructional
Almeida, João Pacheco de +2 more
core +1 more source
Investigation on Seismic Behavior of a Novel Precast Shear Wall System with Different Infill Wall Constructions. [PDF]
Sun M, Zhang S, Yang J, Fang Y, Xu X.
europepmc +1 more source
Evaluation of contact and non-contact lap splices in concrete block masonry specimens [PDF]
An experimental program was performed for qualitative and quantitative comparison of the maximum tensile resistance of contact and non-contact lap spliced bars in reinforced concrete block masonry using double pullout and wall splice specimens.
Ahmed, Kawsar
core
Stirrup distribution across the beam width in tension lap splices
The influence of the distribution of transverse confining steel on the strength of tension lap splices was investigated experimentally in this study. Beam specimens contained three lap-spliced No. 35 bars placed in one layer. Either two or three stirrup
K Pacholka, T Rezansoff, B F Sparling
core +1 more source
Lapped Bar Splices in Concrete Beams
R.W. Kluge, E.C. Tuma
openaire +2 more sources

