Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Daniel A. Pohoryles"'
Publikováno v:
MethodsX, Vol 8, Iss , Pp 101409- (2021)
The seismic performance of reinforced concrete (RC) structures are highly influence by the cyclic performance of the beam-column joints. The experimental seismic assessment of RC beam-column joints has been made essentially by cyclic tests performed
Externí odkaz:
https://doaj.org/article/1ab69b87dea9429bb3137af1a04f0867
Publikováno v:
Buildings, Vol 11, Iss 11, p 520 (2021)
Due to inadequacies of reinforcement design in older structures and changes in building codes, but also the change of building use in existing structures, reinforced concrete (RC) beams often require upgrading during building renovation. The combined
Externí odkaz:
https://doaj.org/article/73a2d6b56c2747dcb99bf2f603e78870
Publikováno v:
Pohoryles, D A, Melo, J, Rossetto, T, Varum, H & Bisby, L 2019, ' Seismic Retrofit Schemes with FRP for Deficient RC Beam-Column Joints : State-of-the-Art Review ', Journal of Composites for Construction, vol. 23, no. 4, 03119001 . https://doi.org/10.1061/(ASCE)CC.1943-5614.0000950
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
This paper aims to review and critically assess experimental research efforts on the seismic retrofit of existing reinforced concrete (RC) beam-column joints with fiber-reinforced polymer (FRP) sheets of the past 20 years. A review of the literature
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::014c328300949cdc18bb9fc4948af9f3
https://www.pure.ed.ac.uk/ws/files/77845799/Pohoryles_et_al_Review_final_rv2.pdf
https://www.pure.ed.ac.uk/ws/files/77845799/Pohoryles_et_al_Review_final_rv2.pdf
Publikováno v:
Engineering Structures. 234:111991
The seismic behaviour of reinforced concrete (RC) structures is critically influenced by the complex mechanical interactions at beam-column joints. To ensure the desired hierarchy of failure is achieved when retrofitting existing structures, numerica
Publikováno v:
Engineering Structures. 223:111161
Non-structural masonry infills in existing reinforced concrete (RC) frame structures are known to affect their seismic behaviour significantly with potential detrimental effects. Increasing experimental evidence is available for the use of composite
Publikováno v:
Energy and Buildings
The current European building stock is ageing and requires significant renovation efforts to improve its energy performance and ensure structsural safety. As part of the key actions of the European Green Deal, increased building renovations, a `renov
Publikováno v:
Composites Part B: Engineering. 183:107702
Significant damage to existing reinforced concrete (RC) frame structures during recent earthquakes has highlighted the potential detrimental effect of non-structural masonry infills. Several experimental studies have hence investigated the use of com
Publikováno v:
Journal of Composites for Construction. 22
Existing RC moment-resisting frames (MRF) built with inadequate detailing or before the introduction of detailed seismic design codes (pre-1970s) are highly vulnerable to brittle failure me...
Use of DIC and AE for Monitoring Effective Strain and Debonding in FRP and FRCM-Retrofitted RC Beams
Autor:
Ben Sargeant, Daniel A. Pohoryles, Matthias Fabian, Ben Lishman, Katerina Stavrianaki, José Melo, C McCague, Tiziana Rossetto
Publikováno v:
Journal of Composites for Construction. 21
The effective strain in composites, along with their potential rupture and debonding, plays a crucial role in predicting the strength of retrofitted reinforced concrete (RC) beams. However, only limited experimental data on these phenomena are availa