[PDF][PDF] Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements

DE Biskinis, GK Roupakias, MN Fardis - Structural Journal, 2004 - academia.edu
The sensitivity of shear resistance to cyclic ductility demand is not sufficient to allow inverting
the proposed models to estimate the deformation capacity of RC members as controlled by …

Fiber-reinforced polymer retrofitting of rectangular reinforced concrete columns with or without corrosion

SN Bousias, TC Triantafillou, MN Fardis, L Spathis… - Structural …, 2004 - concrete.org
Fiber-Reinforced Polymer Retrofitting of Rectangular Reinforced Concrete Columns with or
without Corrosion Search Subscribe to Email ​▼ Membership Membership In today’s market …

Seismic retrofitting of columns with lap spliced smooth bars through FRP or concrete jackets

S Bousias, AL Spathis, MN Fardis - Journal of Earthquake …, 2007 - Taylor & Francis
The effectiveness of RC jacketing or FRP wrapping for seismic retrofitting of rectangular
columns having smooth (plain) bars with 180° hooks lap-spliced at floor level is …

Performance of steel bar lap splices at the base of seismic resistant reinforced concrete columns retrofitted with FRPs—3D finite element analysis

E Anagnostou, T Rousakis - Fibers, 2022 - mdpi.com
This paper examines analytically the design criteria for the composite retrofit of reinforced
concrete (RC) columns with a short lap splice length of steel rebars inside the critical region …

Bond strength of lap-spliced bars in concrete confined with composite jackets

DA Bournas, TC Triantafillou - Journal of Composites for …, 2011 - ascelibrary.org
The effectiveness of fiber-reinforced polymer (FRP) and textile-reinforced mortar (TRM)
jackets was investigated experimentally and analytically in this study to confine old-type …

Shear resistance of RC members with closed FRP jacket for Eurocode 8

D Biskinis, MN Fardis - Bulletin of Earthquake Engineering, 2024 - Springer
The shear resistance computed using Annex J of Part 1–1 of Generation 2 of Eurocode 2—
on strengthening of RC members for static loads with externally-bonded Fibre-reinforced …

[HTML][HTML] Seismic retrofitting of damaged RC columns with lap-spliced bars using FRP sheets

E Anagnostou, TC Rousakis, AI Karabinis - Composites Part B: Engineering, 2019 - Elsevier
In many cases, existing reinforced concrete (RC) columns have been designed according to
old seismic recommendations and present inefficient seismic behavior. Moreover, they …

Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading

D Biskinis, MN Fardis - Engineering structures, 2013 - Elsevier
A large database of cyclic tests on rectangular reinforced concrete (RC) columns wrapped
with Fiber Reinforced Polymers (FRP) is used to develop or calibrate simple rules for the …

[图书][B] Structures strengthened with bonded composites

Z Wu, Y Wu, MFM Fahmy - 2020 - books.google.com
Structures Strengthened with Bonded Composites presents a comprehensive resource on
the strengthening of concrete, reinforced and prestressed concrete, masonry, steel and other …

[PDF][PDF] Seismic retrofitting of columns with lap-splices through CFRP jackets

S Bousias, AL Spathis, MN Fardis - 13th World conference on earthquake …, 2004 - iitk.ac.in
The effectiveness of CFRP wrapping as a seismic retrofit measure of rectangular columns
with poor detailing, and in particular with lap splicing of bars at floor level was investigated …