Effectiveness of superelastic bars for seismic rehabilitation of clay-unit masonry walls-Reference-Cited by-同舟云学术

Effectiveness of superelastic bars for seismic rehabilitation of clay-unit masonry walls

Published:2012-08-17 Issue:5 Volume:42 Page:725-741
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Shrestha Kshitij C.¹,Araki Yoshikazu¹,Nagae Takuya²,Omori Toshihiro³,Sutou Yuji³,Kainuma Ryosuke³,Ishida Kiyohito³

Affiliation:

1. Department of Architecture and Architectural Engineering; Kyoto University; Katsura, Nishikyo; Kyoto; 615-8540; Japan

2. E-Defense, National Research Institute for Earth Science and Disaster Prevention; Shinjimicho, Miki; Hyogo; 673-0515; Japan

3. Department of Materials Science and Engineering; Tohoku University; Aoba; Sendai; 980-8579; Japan

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2241/fullpdf

Reference32 articles.

1. Effectiveness of rehabilitation on seismic behavior of masonry piers;Abrams;Journal of Structural Engineering,2007

2. Out-of-plane strength of brick masonry retrofitted with horizontal NSM CFRP strips;Willis;Engineering Structures,2010

3. Effectiveness of seismic strengthening techniques for masonry buildings;Karantoni;Journal of Structural Engineering,1992

4. Behavior of retrofitted URM walls under simulated earthquake loading;Ehsani;Journal of Composites for Construction,1990

5. ElGawady MA Lestuzzi P Badoux M A review of conventional seismic retrofitting techniques for URM Proceeding of the 13th International Brick and Block Masonry conference 2004 http://imacwww.epfl.ch/Publications/StructuralDynamics/ElGawady-Lestuzzi-Badoux-state_art-13IBMaC.pdf

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