I-Shaped Unreinforced Masonry Wallettes with a Soft-Layer Bed Joint: Behavior under Static-Cyclic Shear-Reference-Cited by-同舟云学术

I-Shaped Unreinforced Masonry Wallettes with a Soft-Layer Bed Joint: Behavior under Static-Cyclic Shear

Published:2017-11 Issue:11 Volume:143 Page:04017154
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Petrović Miloš¹,Stojadinović Božidar²,Mojsilović Nebojša³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Environmental and Geomatic Engineering, Eidgenossische Technische Hochschule Zurich, Stefano-Franscini-Platz 5, 8039 Zurich, Switzerland (corresponding author).

2. Professor, Dept. of Civil, Environmental and Geomatic Engineering, Eidgenossische Technische Hochschule Zurich, Stefano-Franscini-Platz 5, 8039 Zurich, Switzerland.

3. Senior Scientist, Dept. of Civil, Environmental and Geomatic Engineering, Eidgenossische Technische Hochschule Zurich, Stefano-Franscini-Platz 5, 8039 Zurich, Switzerland.

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.0001884

Reference34 articles.

1. On the seismic capacity of typical DPC and slip joints in unreinforced masonry buildings;Griffith M. C.;Aust. J. Struct. Eng.,1998

2. Seismic behaviour prediction of flanged unreinforced masonry (FURM) walls;Khanmohammadi M.;J. Earthquake Eng.,2014

3. Lou Y. Wang M. and Su Z. (1992). “Research of sliding shock absorbing of multistory brick buildings.” Proc. 10th World Conf. on Earthquake Engineering Vol. 4 A.A. Balkema Rotterdam Netherlands 2499–2504.

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