Dynamic Tests of a Large-Scale Three-Story RC Structure with Masonry Infill Walls-Reference-Cited by-同舟云学术

Dynamic Tests of a Large-Scale Three-Story RC Structure with Masonry Infill Walls

Published:2018-05-29 Issue:11 Volume:24 Page:1675-1703
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Guljaš Ivica¹^ORCID,Penava Davorin¹^ORCID,Laughery Lucas²^ORCID,Pujol Santiago³^ORCID

Affiliation:

1. Faculty of Civil Engineering Osijek, Josip Juraj Strossmayer University of Osijek, Osijek, Croatia

2. Department of Architecture & Design, Nagoya Institute of Technology, Nagoya, Aichi, Japan

3. Department of Civil Engineering, Purdue University, West Lafayette, Indiana, USA

Funder

Hrvatska Zaklada za Znanost

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2018.1475313

Reference62 articles.

1. Aristizabal, J. D. and Sozen, M. A. [1976] Behavior of Ten-Story Reinforced Concrete Walls Subjected to Earthquake Motions. Civil Engineering Studies, Structural Research Series Report.

2. Aryana, S. A. [2006]. Statistical Analysis of Compressive Strength of Clay Brick Masonry Prisms. Civil & Environmental Engineering. http://uta-ir.tdl.org/uta-ir/handle/10106/496.

3. Bonacci, J. F. [1989] “Experiments to study seismic drift of reinforced concrete structures,” PhD thesis. University of Illinois at Urbana-Champaign, Illinois, U.S.A.

4. Compression Tests of Hollow Brick Units and Prisms

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