Approximations of Lateral Displacements of Reinforced Concrete Frames with Symmetric Haunched Beams in the Elastic Range of Response Using Commercial Software-Reference-Cited by-同舟云学术

Approximations of Lateral Displacements of Reinforced Concrete Frames with Symmetric Haunched Beams in the Elastic Range of Response Using Commercial Software

Published:2013-05 Issue:2 Volume:18 Page:92-100
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,Martínez-Becerril Luis Andrés²

Affiliation:

1. Professor, Dept. de Materiales, Univ. Autónoma Metropolitana Azcapotzalco, Av. San Pablo 180, 02200 México, D.F., Mexico (corresponding author).

2. Supervisor, Experiencia Inmobiliaria Total, Calle Huertas 106, Despacho 1108-A, Colonia Del Valle, 31000 México, D.F., 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.1943-5576.0000143

Reference21 articles.

1. Behavior and Modeling of Nonprismatic Members Having T-Sections

2. Bentley Systems Inc. (BSI). (2008). STAAD.Pro 2007 technical reference manual BSI Exton PA.

3. Approximate Stiffness Matrix for Tapered Beams

4. Computers and Structures Inc. (CSI). (2005). CSI analysis reference manual for SAP2000 ETABS and SAFE CSI Berkeley CA.

5. Explicit stiffness matrices for non-prismatic members

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