Results 41 to 50 of about 1,260 (117)

Seismic Capacity of Reinforced Concrete Eccentric Braced Frame (EBF) With Vertical Link Using 20% GGBFS

open access: yesRekayasa Sipil
EBF-V bracing is highly attractive due to its good seismic performance in high seismic zones. Vertical link beams as a component are capable of high elastic displacement and ductility to absorb lateral forces through shear-bending collapse mechanisms ...
I Gde Eka Wiranatha   +2 more
doaj   +1 more source

Novel strategies for enhancing lap spliced reinforced concrete beam behavior for mitigating failure risk

open access: yesScientific Reports
In addition to one control beam with continuous tensile bars and one control beam with splice, nine reinforced concrete (RC) beams with lap-spliced bars were constructed and strengthened.
Sabry Fayed   +5 more
doaj   +1 more source

Ductility and Energy Dissipation of Layered Steel-fiber Recycled Concrete Beam

open access: yesRenmin Zhujiang, 2020
Based on the load-deflection curves of a group of ordinary recycled concrete beam and 11 groups of layered steel-fiber recycled concrete beams, this paper analyzes the ductility and energy consumption of concrete beams with different steel fiber layers ...
TANG Jiajun, PEI Changchun
doaj  

Pengekang Crossties di Zona Tekan Balok dengan Pembebanan Siklik

open access: yesMedia Komunikasi Teknik Sipil, 2018
Crossties that was installed as a confinement in the compression zone of the beam is proven can increase the ductility, especially when receiving the earthquake load.
Yulita Arni Priastiwi   +3 more
doaj   +1 more source

Experimental investigation of the effect of longitudinal tensile reinforcement ratio on ductility behaviour in GPC beams

open access: yesJournal of Sustainable Construction Materials and Technologies
This research first determined the strength of the cylindrical geopolymer concrete materi- als under compressive stresses. Secondly, conventional and geopolymer-reinforced concrete beams were manufactured in different reinforcement ratios, and their ...
Ahmet Şener   +3 more
doaj   +1 more source

The Flexural Ductility Behavior of Reinforced Concrete Beams with Tension Lap Splices Exposed to Fire

open access: yesElectronic Journal of Structural Engineering, 2018
Based on a comprehensive review of both previous studies and implemented practices in the field of construction structures, it’s obvious that reinforcing steel bar’s length is limited.
Masood M.M. Irheem   +3 more
doaj   +1 more source

Flexural Behavior of Hybrid-Reinforced Concrete Exterior Beam-Column Joints under Static and Cyclic Loads

open access: yesFibers, 2019
This study presents an experimental investigation of the flexure behavior of exterior beam-column joints made from hybrid concrete (normal concrete (NC) and reactive powder concrete (RPC)) or hybrid reinforcement (steel and carbon fiber reinforced ...
Ammar Yaser Ali   +1 more
doaj   +1 more source

SEISMIC PERFORMANCE OF DUCTILE AND NON-DUCTILE DETAILED BEAM-COLUMN SUB-ASSEMBLAGES

open access: yesInternational Journal of Research in Engineering and Technology, 2015
Reinforced concrete(RC) framed joints are the crucial components as they are subjected to huge shear demandnearly 4-6 times larger than the adjoining members under earthquake. Hence, seismic performance of beam-column joints is evaluated for two scenarios viz.,i) beam column joints designed for seismic force but not provided with ductility detailing ...
openaire   +1 more source

Effect of axial compression ratio and beam end reinforcement ratio on the failure mode of RC frames

open access: yesReviews on Advanced Materials Science
Numerous seismic damage investigations have demonstrated that reinforced concrete (RC) frame structures tend to exhibit a Strong-beam Weak-column failure mechanism, which contradicts the intended Strong-column Weak-beam design philosophy.
Wang Suguo   +3 more
doaj   +1 more source

Hysteretic Behavior Study on the RBS Connection of H-Shape Columns with Middle-Flanges or Wide-Flange H-Shape Beams

open access: yesBuildings
Existing research on reduced beam section (RBS) connections in steel frames rarely addresses H-shaped beams with middle and wide flanges. Therefore, this study investigates the hysteretic behavior of RBS connections in H-shaped columns connected to H ...
Saleem Mohammed Ali Ahmed Al-Saeedi   +3 more
doaj   +1 more source

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