WOS: 000350927200030This paper presents the behavior of masonry walls externally strengthened by poly vinyl alcohol (PVA) fiber reinforced cement plaster. Tensile weakness of masonry wall is improved by simply applying fiber reinforced cement (FRC) plaster on masonry surface. Strengthening by ductile materials, in order to maintain ductile behavior of masonry to resist shear forces would provide reduction in the crack development and crack width providing delay in failure. FRC was applied to surfaces of the masonry wall as stucco to prevent crack growth under shear effect. An experimental program was performed to study the response of unreinforced and retrofitted masonry walls with externally applied fiber reinforced cement mixture, under s...
The present paper deals with shear strengthening of masonry walls by externally bonded composite mat...
Innovative strengthening solutions, such as Fiber Reinforced Cementitious Matrix (FRCM), are becomin...
Masonry is often a non-engineered material used for building constructions during the past decades; ...
WOS: 000350927200030This paper presents the behavior of masonry walls externally strengthened by pol...
This paper presents the behavior of masonry walls externally strengthened by poly vinyl alcohol (PVA...
Composite materials are getting more and more common for strengthening existing members and structur...
This paper investigates strengthening masonry walls using glass-fiber reinforced polymer (GFRP) shee...
Un-reinforced masonry (URM) walls have proven to have low shear strength to withstand in-plane loads...
Extensive researches had been done in past years with respect to strengthening masonry walls in flex...
Composite materials are getting more and more common for strengthening existing members and structur...
In the past, fiber-reinforced polymer (FRP) composites have been extensively used to modify the stru...
One of the innovative retrofitting systems for the improvement of the shear behavior of masonry elem...
The shear behaviour of masonry walls subjected to in-plane lateral forces is strongly dependent on t...
Unreinforced masonry (URM) structures have a low resistance against lateral loading and are vulnerab...
The present paper deals with shear strengthening of masonry walls by externally bonded composite mat...
Innovative strengthening solutions, such as Fiber Reinforced Cementitious Matrix (FRCM), are becomin...
Masonry is often a non-engineered material used for building constructions during the past decades; ...
WOS: 000350927200030This paper presents the behavior of masonry walls externally strengthened by pol...
This paper presents the behavior of masonry walls externally strengthened by poly vinyl alcohol (PVA...
Composite materials are getting more and more common for strengthening existing members and structur...
This paper investigates strengthening masonry walls using glass-fiber reinforced polymer (GFRP) shee...
Un-reinforced masonry (URM) walls have proven to have low shear strength to withstand in-plane loads...
Extensive researches had been done in past years with respect to strengthening masonry walls in flex...
Composite materials are getting more and more common for strengthening existing members and structur...
In the past, fiber-reinforced polymer (FRP) composites have been extensively used to modify the stru...
One of the innovative retrofitting systems for the improvement of the shear behavior of masonry elem...
The shear behaviour of masonry walls subjected to in-plane lateral forces is strongly dependent on t...
Unreinforced masonry (URM) structures have a low resistance against lateral loading and are vulnerab...
The present paper deals with shear strengthening of masonry walls by externally bonded composite mat...
Innovative strengthening solutions, such as Fiber Reinforced Cementitious Matrix (FRCM), are becomin...
Masonry is often a non-engineered material used for building constructions during the past decades; ...