Optimum Level of Shear Wall Curtailment in Wall-Frame Buildings: The Continuum Model Revisited-Reference-Cited by-同舟云学术

Optimum Level of Shear Wall Curtailment in Wall-Frame Buildings: The Continuum Model Revisited

Published:2014-01 Issue:1 Volume:140 Page:06013005
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Atik Malik¹,Badawi Mohammad Molham²,Shahrour Isam³,Sadek Marwan⁴

Affiliation:

1. Ph.D. Student, Laboratory of Civil Engineering and geoEnvironment (LGCgE), Univ. of Lille 1-Polytech-Lille, Villeneuve d’Ascq 59655, France.

2. Assistant Professor, Dept. of Structural Engineering, Univ. of Aleppo, Aleppo, Syria.

3. Professor, Laboratory of Civil Engineering and geoEnvironment (LGCgE), Univ. of Lille 1-Polytech-Lille, Villeneuve d’Ascq 59655, France.

4. Associate Professor, Laboratory of Civil Engineering and geoEnvironment (LGCgE), Univ. of Lille 1- Polytech-Lille, Villeneuve d’Ascq 59655, France (corresponding author).

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.0000901

Reference14 articles.

1. Atik M. (2010). “The effect of curtailed walls in wall-frame structures to resist lateral loads.” Master’s thesis Univ. of Aleppo Aleppo Syria.

2. Free vibration analysis of wall-frame structures by differential quadrature method;Bozdogan K. B.;Int. J. Eng. Appl. Sci.,2011

3. Vibration analysis of asymmetric shear wall-frame structures using the transfer matrix method;Bozdogan K. B.;Trans. Civ. Eng.,2012

4. Approximate analysis of tall wall-frame structures;Heidebrecht A. C.;J. Struct. Div.,1973

5. Mathematica [Computer software]. Version 8.0.4.0 Wolfram Research Inc. Champaign IL.

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