New Slenderness Limitations for Shear Strength Estimation of Reinforced Concrete Walls
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Univ. of Jordan, Amman 11942, Jordan. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000554
Reference15 articles.
1. Adorno-Bonilla C. M. 2016. “Shear strength and displacement capacity of squat reinforced concrete shear walls.” Doctoral dissertation Dept. of Civil Engineering Univ. of Puerto Rico Mayagüez Campus.
2. New nonlinear dynamic response model of squat/slender flanged/non-flanged reinforced concrete walls
3. Cyclic Loading Test for Walls of Aspect Ratio 1.0 and 0.5 with Grade 550 MPa Shear Reinforcing Bars
4. Pseudo-dynamic tests on low-rise shear walls and simplified model based on the structural frequency drift
5. Seismic behavior of reinforced concrete squat walls with high strength reinforcements: An experimental study
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