Probabilistic development of shear strength model for reinforced concrete squat walls

2016 ◽  
Vol 46 (6) ◽  
pp. 877-897 ◽  
Author(s):  
Chao-Lie Ning ◽  
Bing Li
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Strength Model ◽  
Squat Walls

Shear strength model of reinforced concrete beams without stirrup used in the CIS countries

2019 ◽  
Vol 4 (1) ◽  
pp. 15-25 ◽  
Author(s):  
Meirzhan Yerzhanov ◽  
Hyunjin Ju ◽  
Dichuan Zhang ◽  
Sung-Woo Moon ◽  
Jong Kim ◽  
...  
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Strength Model ◽  
Cis Countries

Peak Shear Strength of Flanged Reinforced Concrete Squat Walls

2020 ◽  
Vol 146 (4) ◽  
pp. 04020037
Author(s):  
Jiaxing Ma ◽  
Chao-Lie Ning ◽  
Bing Li
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Peak Shear Strength ◽  
Squat Walls

Influence of lateral loading direction on the peak shear strength of non-rectangular reinforced concrete squat walls

2019 ◽  
Vol 22 (11) ◽  
pp. 2392-2405 ◽  
Author(s):  
Jiaxing Ma ◽  
Bing Li
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Seismic Waves ◽  
Lateral Loading ◽  
Peak Shear Strength ◽  
Lateral Loads ◽  
Structural Walls ◽  
Finite Element Software ◽  
Loading Direction ◽  
Squat Walls

Peak shear strength is a critical parameter in the evaluation of the seismic performance of structural walls. Different equations have been proposed to predict the peak shear strength of reinforced concrete squat walls in literature, which assume lateral loading is parallel to the web. In reality, however, seismic waves can reach structures from any direction, which necessitates the studies on the behavior of structural walls under various lateral loading directions. Unlike rectangular walls, non-rectangular walls naturally possess the capacity to resist lateral loads in both transverse and longitudinal directions. To explore the peak shear strength of such walls under different lateral loading directions, a widely used nonlinear finite element software Diana 9.4 was utilized in this article. Appropriate modeling approaches were first selected and further validated by simulating relevant experiments. Then a comprehensive parametric study was carried out to investigate the influence of lateral loading directions and other important parameters.

Shear strength model for reinforced concrete corbels based on panel response

2016 ◽  
Vol 11 (4) ◽  
pp. 723-740 ◽  
Author(s):  
Leonardo M. Massone ◽  
Julio E. Alvarez
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Strength Model

Punching Shear Strength Model for Reinforced Concrete Flat Slabs with Openings

2021 ◽  
Vol 147 (7) ◽  
Author(s):  
Marília G. Marques ◽  
Elyson A. P. Liberati ◽  
Ronaldo B. Gomes ◽  
Alessandra L. Carvalho ◽  
Leandro M. Trautwein
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Punching Shear ◽  
Strength Model ◽  
Flat Slabs
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