Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Hadi Baghi"'
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Numerical simulation of beams failing in shear is still a challenge. With the scope of verifying the applicability of smeared crack approaches to simulate the behavior of reinforced concrete (RC) beams failing in shear, a set of concrete beams reinfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1f19e6d115d3bfc830eff9889153444
Autor:
Hadi Baghi, Fatmir Menkulasi
Publikováno v:
Journal of Composites for Construction. 24
The method provided in ACI 440.2R for predicting the shear strength of reinforced concrete (RC) beams strengthened with externally bonded reinforcement (EBR) gives conservative estimates of...
Publikováno v:
Engineering Structures. 171:476-487
The effectiveness of masonry infill wall on behavior of a Reinforced Concrete (RC) frame subjected to a column failure is studied experimentally. For this reason, one full scale RC frame designed according to Eurocode is statically tested to investig
Publikováno v:
Engineering Structures. 168:559-575
Four high performance nonproprietary concrete bridge deck configurations are presented for Louisiana’s movable bridges as an alternative to traditional steel grid decks, which have exhibited durability problems. These concrete decks are as light an
Publikováno v:
Engineering Structures. 158:175-198
AASHTO’s requirements for providing continuity in simple span bridges made continuous are investigated by performing a parametric study which consists of 140 time dependent analyses for various precast concrete beam shapes. The beam shapes consider
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
A design approach based on the simplified modified compression field theory, but with the advantage of not requiring an iterative procedure, is proposed for evaluating the shear capacity of beams without including shear reinforcement. This model is c
Autor:
Joaquim A. O. Barros, Hadi Baghi
Publikováno v:
Structural Concrete. 19:98-115
There are different approaches to predict the shear strength of reinforced concrete (RC) beams, but their predictive performance is still relatively low due to several and complex resisting mechanisms involved in shear. In addition, most of design ap
Publikováno v:
ACI Structural Journal. 116
Autor:
Christopher Morgan, Mohammadamin Azimi, Urso Campos, David Hall, Hadi Baghi, John C. Matthews, Shaurav Alam
Publikováno v:
Tunnelling and Underground Space Technology. 98:103332
Press-fit interlocking joint technology allows pipe segments with notched male and female ends to be joined by pressing them together using axial force, eliminating the need for circumferential welding or fusing of the segments which considerably inc
Autor:
Shaurav Alam, Christopher Edwin Morgan, John C. Matthews, Hadi Baghi, Urso Campos, David Hall
Publikováno v:
Pipelines 2018.