Laboratory investigation of pull-out capacity of chemical anchors in individual new and vintage masonry units under quasi-static, cyclic and impact load-Reference-Cited by-同舟云学术

Laboratory investigation of pull-out capacity of chemical anchors in individual new and vintage masonry units under quasi-static, cyclic and impact load

Published:2021-12 Issue: Volume:34 Page:901-930
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Burton C.,Visintin P.^ORCID,Griffith M.,Vaculik J.

Funder

University of Adelaide

Australian Research Council

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference25 articles.

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3. The Demise of the URM Building Stock in Christchurch during the 2010–2011 Canterbury Earthquake Sequence;Moon;Earthquake Spectra,2014

4. Pull-Out Behavior of Adhesive Connections in Unreinforced Masonry Walls;Dizhur;Earthquake Spectra,2016

5. Evolution of fastening design methods in Europe;Fuchs,2001

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