Shear Behavior of Corrugated Tie Connections in Anchored Brick Veneer–Wood Frame Wall Systems-Reference-Cited by-同舟云学术

Shear Behavior of Corrugated Tie Connections in Anchored Brick Veneer–Wood Frame Wall Systems

Published:2011-02 Issue:2 Volume:23 Page:120-130
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zisi Nikola V.¹²,Bennett Richard M.¹²

Affiliation:

1. Research Associate, Center for Transportation Research, The Univ. of Tennessee, 103 Estabrook Hall, Knoxville, TN 37996-2353.

2. Professor, Dept. of Civil and Environmental Engineering, The Univ. of Tennessee, 103 Estabrook Hall, Knoxville, TN 37996-2353 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000143

Reference8 articles.

1. Allen D. and Lapish E. B. (1986). “The interaction of timber framed walls with a tied masonry veneer under cyclic racking loads.” Proc. 4th Canadian Masonry Symp. Vol. 2 Univ. of New Brunswick Fredericton New Brunswick 702–715.

2. Performance of Corrugated Metal Ties for Brick Veneer Wall Systems

3. Johnson E. N. and McGinley W. M. (2003). “The in plane shear performance of brick veneer and wood stud walls.” Proc. 9th North American Masonry Conf. (CD-ROM) The Masonry Society Boulder Colo. 226–237.

4. Masonry Standards Joint Committee (MSJC). (2008). “Veneers—Building code requirements for masonry structures.” TMS 402-08/ACI 530-08/ASCE 5-08 The Masonry Society Boulder. Colo.

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