Equations for Shear Design of Continuous Reinforced-Concrete Haunched Beams Based on Stress Fields and Truss Models-Reference-Cited by-同舟云学术

Equations for Shear Design of Continuous Reinforced-Concrete Haunched Beams Based on Stress Fields and Truss Models

Published:2020-08 Issue:3 Volume:25 Page:04020012
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Tena-Colunga Arturo¹^ORCID,Archundia-Aranda Hans I.²^ORCID,Urbina-Californias Luis Angel³

Affiliation:

1. Professor, Departamento de Materiales, Universidad Autónoma Metropolitana Azcapotzalco, Ave. San Pablo # 180, 02200 Ciudad de México, Mexico (corresponding author). ORCID: .

2. Professor, Departamento de Materiales, Universidad Autónoma Metropolitana Azcapotzalco, Ave. San Pablo # 180, 02200 Ciudad de México, Mexico. ORCID: .

3. Professor, Coordinador, Carrera de Ingeniería Civil, Universidad Politécnica de Chimalhuacán, Emiliano Zapata S/N, Col. Transportistas, 56363 Chimalhuacán, Mexico.

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.1943-5576.0000482

Reference23 articles.

1. Archundia H. I. 2013. “Recomendaciones de diseño a cortante de trabes acarteladas de concreto reforzado.” [In Spanish.] Tesis de Doctorado División de Estudios de Posgrado de la Facultad de Ingeniería Universidad Nacional Autónoma de México.

2. Diseño racional a cortante de trabes acarteladas de concreto reforzado;Archundia H. I.;Concreto y Cemento. Investigación y Desarrollo,2015

3. Sección critica, esbeltez y regiones B-D para diseño a cortante de trabes de concreto reforzado;Archundia H. I.;Concreto y Cemento. Investigación y Desarrollo,2015

4. Behavior of reinforced concrete haunched beams subjected to cyclic shear loading

5. Behavior and strength of reinforced concrete haunched beams in shear;Debaiky S. Y.;ACI J.,1982

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