This paper investigates the effect of aspect ratio (α s) and web reinforcement amount on the
behavior of squat concrete walls entirely reinforced with glass fiber-reinforced polymer …

The in-plane lateral performance of modular concrete form squat walls comprising
prefabricated Polyvinyl Chloride (PVC) permanent forms and reinforced concrete cores was …

Increasing interest in the use of fiber-reinforced polymer (FRP) reinforcement for reinforced
concrete (RC) structures has made it clear that insufficient information about the seismic …

This study examined the effectiveness of shear reinforcing bar configurations in enhancing
the shear strength and restricting the slip displacement of squat heavyweight concrete …

While evaluating the stiffness properties is crucial for developing the response spectra of
structures, none of the North American codes/standards-including ACI 318-19, ASCE/SEI 41 …

The objective of this study was to examine the effectiveness of different slip-resistance bars
(X-, W-, and Ω-shaped bars) on reducing sliding shear displacement at the base interface of …

Squat walls with a ratio of height-to-length of less than two are important structural
components in many commercial buildings and safety-related nuclear structures. Given their …

이 연구의 목적은 전단벽의 등가소성힌지길이 (lSUBp/SUB) 에 대한 콘크리트 밀도
(pSUBc/SUB) 의 영향을 평가하고 합리적인 예측모델을 제시하는 것이다. 전단벽의 …

Using the test records, an analytical model was developed to evaluate the shear stiffness of
GFRP-RC squat walls in the post-cracking range. The model was derived by idealizing the …

This study examined the significance and shortcomings of the consecutive convexo-concave
shaped shear reinforcement (CCSR) developed as an alternative for transverse crossties in …