Confinement Behavior of Rectangular Reinforced Concrete Prisms Simulating Wall Boundary Elements-Reference-Cited by-同舟云学术

Confinement Behavior of Rectangular Reinforced Concrete Prisms Simulating Wall Boundary Elements

Published:2017-04 Issue:4 Volume:143 Page:04016204
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Welt Travis S.¹,Massone Leonardo M.²,LaFave James M.³,Lehman Dawn E.⁴,McCabe Steven L.⁵,Polanco Pablo⁶

Affiliation:

1. Postdoctoral Researcher, Univ. of Illinois Urbana-Champaign, 1325 Richelieu Ln., Houston, TX 77018 (corresponding author).

2. Associate Professor, Univ. of Chile, Beauchef 850, Santiago, Chile.

3. Professor and Associate Head, Dept. of Civil and Environmental Engineering, Univ. of Illinois Urbana-Champaign, 3129B Newmark Civil Engineering Building, 205 N Mathews Ave., Urbana, IL 61801.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, 214 B More Hall, P.O. Box 352700, Seattle, WA 98125.

5. Earthquake Engineering Group Leader, Materials and Structural Systems Division, Engineering Laboratory, Gaithersburg, MD.

6. Graduate Researcher, Univ. of Chile, Beauchef 850, Santiago, Chile.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001682

Reference26 articles.

1. Acevedo C. (2010). “Seismic vulnerability of non-special boundary elements of shear walls under axial force reversals.” Florida International Univ. Miami.

2. ACI (American Concrete Institute). (1995). “Building code requirements for reinforced concrete.” ACI 318-95 Farmington Hills MI.

3. ACI (American Concrete Institute). (2005). “Building code requirements for reinforced concrete.” ACI 318-05 Farmington Hills MI.

4. ACI (American Concrete Institute). (2014). “Building code requirements for reinforced concrete.” ACI 318-14 Farmington Hills MI.

5. ASTM. (2014a). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” ASTM A615/A615M–14 West Conshohocken PA.

Cited by 44 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cyclic Loading Test for Reinforced Concrete Wall Confined with Prefabricated Rectangular Continuous Hoops;Journal of Building Engineering;2024-09

2. Effect of Wall Size on the Rotation Capacity of Reinforced Concrete Structural Walls;Journal of Structural Engineering;2024-04

3. Influencia del aislamiento sísmico en el diseño sismorresistente de edificios con estructura de muros de concreto reforzado;Ingeniería y Competitividad;2024-02-27

4. Effect of boundary element detailing on the seismic performance of reinforced concrete masonry shear walls;Engineering Structures;2024-02

5. Seismic behavior and modeling of T‐shaped reinforced concrete walls under high axial force ratios;Earthquake Engineering & Structural Dynamics;2023-12-12