Lateral Displacement in Walls with Openings: Importance of Floor System Stiffness-Reference-Cited by-同舟云学术

Lateral Displacement in Walls with Openings: Importance of Floor System Stiffness

Published:2020-02 Issue:1 Volume:25 Page:04019036
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,Liga-Paredes Angel Eduardo²

Affiliation:

1. Professor, Dept. of Materials, Univ. Autónoma Metropolitana Azcapotzalco, Ave. San Pablo #180, Mexico City 02200, Mexico (corresponding author). ORCID: .

2. Structural Engineer, Horus Ingeniería, Avenida Dos 274, San Pedro de los Pinos, Mexico City, 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.1943-5576.0000466

Reference41 articles.

1. Abrams D. P. T. J. Paulson and A. Tena-Colunga. 1990. “Aspects of response for masonry building structures.” In Proc. 4th National US Conf. on Earthquake Engineering. Oakland CA: Earthquake Engineering Research Institute.

2. Al-Chaar G. G. E. Lamb and D. P. Abrams. 2003. “Effect of openings on structural performance of unreinforced masonry infilled frames.” In Proc. 9th North American Masonry Conf. Boulder CO: The Masonry Society.

3. Contribution to the analysis of coupled shear walls;Beck H.;J. Am. Concr. Inst.,1962

4. Classification Methodology for Coupled Shear Walls

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