Shear Capacity of the Flange-Web Intersections of Brick Masonry Nonrectangular Sections-Reference-Cited by-同舟云学术

Shear Capacity of the Flange-Web Intersections of Brick Masonry Nonrectangular Sections

Published:2010-05 Issue:5 Volume:136 Page:574-585
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bosiljkov Vlatko¹²³⁴,Page Adrian W.¹²³⁴,Simundic Goran¹²³⁴,Žarnić Roko¹²³⁴

Affiliation:

1. Assistant Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova cesta 2, Ljubljana SI-1000, Slovenia (corresponding author).

2. Emeritus Professor, Faculty of Engineering and Built Environment, Univ. of Newcastle, Univ. Dr., Callaghan, New South Wales 2308, Australia.

3. Professional Officer, Faculty of Engineering and Built Environment, Univ. of Newcastle, Univ. Dr., Callaghan, New South Wales 2308, Australia.

4. Associate Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova cesta 2, Ljubljana SI-1000, Slovenia.

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.0000139

Reference21 articles.

1. Australian Standard. (2002). “Masonry structures.” AS 3700-2001 Australia.

2. Bosiljkov V. (2000). “Experimental and numerical research on the influence of the modified mortars on the mechanical properties of the brick masonry.” Ph.D. thesis Univ. of Ljubljana Slovenia.

3. Bosiljkov V. Simundic G. and Page A. W. (2005). “Vertical shear capacity of masonry geometric sections.” Research Rep. No. 250.01.2005 Surveying and Environmental Engineering Univ. of Newcastle Civil New South Wales Australia.

4. Canadian Standards Association (CSA). (2004). “Design of masonry structures.” S 304.1-04 Canada.

5. A simple finite element based model for evaluating the interaction of load bearing walls subjected to vertical loading

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