Abstract: This study addressed the feasibility of reinforced-concrete squat walls totally reinforced with glass fiber-reinforced polymer (GFRP) bars achieving the strength and drift requirements specified in various codes. Using ...

Abstract: This paper presents an original study aimed at predicting the ultimate flexural and shear strengths of glass fiber–reinforced polymer (GFRP) RC squat walls subjected to quasi-static reversed cyclic lateral loading. Predicting ...

Abstract: Abstract A comprehensive nonlinear finite-element analysis (FEA) was conducted to investigate the nonlinear cyclic response of moderate-aspect-ratio (height/length ranging from two to four) concrete bridge wall piers ...