To apply the NSM technique extensively, reasonable strengthening parameters, like flexural strengthening ratio, need to be evaluated. In this study, Monte Carlo Simulation(MCS) technique was applied to suggest reasonable values of strength ratio and uncertainties in material and geometry. Finally, flexural strengthening ratio for CFRP plate was determined by using the limit state function with the target reliability index.��� ��������� ��������������� "������������������������������������"��� "������������ ������������ ��������������� ������������ ��� ������/������������ ������ ������(1615005533)" ��������� ������������ ������������������ ������ ������������������
This work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility...
Near-surface mounted (NSM) laminate strips of carbon fiber reinforced polymer (CFRP) is a promising ...
Novel and complex structural solutions are often challenging to introduce in the building industry s...
The experimental programs for the flexural strengthening of reinforced concrete (RC) structures usin...
This paper presents the time-variant flexural reliability analysis of a RC highway bridge strengthen...
Samhället ändras konstant men detta innebär inte bara en förändring för människorna i samhället utan...
A program formed by continuous slab strips strengthened in flexure with near surface mounted (NSM) C...
The efficacy of the NSM technique using prestressed CFRP laminates for the flexural strengthening of...
The behavior and design of prestressed concrete (PSC) bridge girders flexurally strengthened with ca...
FRP??? ???????????? ???????????? ????????????????????? ???????????????????????????, FRP Plate ??????...
The experimental programs for the flexural strengthening of reinforced concrete (RC) structures usin...
The behavior and design of prestressed concrete (PSC) bridge girders flexurally strengthened with ca...
The experimental programs for the flexural strengthening of reinforced concrete (RC) structures usin...
This work reports the results of an ongoing research program on the use of the near surface mounted ...
Near surface mounted (NSM) strengthening technique using carbon fibre reinforced polymer (CFRP) lami...
This work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility...
Near-surface mounted (NSM) laminate strips of carbon fiber reinforced polymer (CFRP) is a promising ...
Novel and complex structural solutions are often challenging to introduce in the building industry s...
The experimental programs for the flexural strengthening of reinforced concrete (RC) structures usin...
This paper presents the time-variant flexural reliability analysis of a RC highway bridge strengthen...
Samhället ändras konstant men detta innebär inte bara en förändring för människorna i samhället utan...
A program formed by continuous slab strips strengthened in flexure with near surface mounted (NSM) C...
The efficacy of the NSM technique using prestressed CFRP laminates for the flexural strengthening of...
The behavior and design of prestressed concrete (PSC) bridge girders flexurally strengthened with ca...
FRP??? ???????????? ???????????? ????????????????????? ???????????????????????????, FRP Plate ??????...
The experimental programs for the flexural strengthening of reinforced concrete (RC) structures usin...
The behavior and design of prestressed concrete (PSC) bridge girders flexurally strengthened with ca...
The experimental programs for the flexural strengthening of reinforced concrete (RC) structures usin...
This work reports the results of an ongoing research program on the use of the near surface mounted ...
Near surface mounted (NSM) strengthening technique using carbon fibre reinforced polymer (CFRP) lami...
This work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility...
Near-surface mounted (NSM) laminate strips of carbon fiber reinforced polymer (CFRP) is a promising ...
Novel and complex structural solutions are often challenging to introduce in the building industry s...