@inbook{f7b72610bd6d4c8e8d29fd9ba6bb6fb6,
title = "PULLOUT TESTS OF MASONRY ADHESIVE ANCHORS",
abstract = "The accurate estimation of the pullout capacity of adhesive anchor is critical for the seismic retrofit of unreinforced masonry (URM) structures. However, there is a lack of publicly available test data on the performance of these anchors, while a number of factors can influence this performance. This paper presents the results of an extensive experimental program involving confined and unconfined static pullout tests on adhesive anchors. A total of 78 anchors were installed on double and triple-wythe walls to investigate the influence the type and diameter of the anchor, the embedment length, and the distance from the closest crack. This paper summarizes the test results.",
author = "R. Raman and G. Congdon and R. Singh and A. Stavridis and M. Bruneau and K. Sett",
note = "Publisher Copyright: {\textcopyright} 2024, International Association for Earthquake Engineering. All rights reserved.",
year = "2024",
language = "English",
series = "World Conference on Earthquake Engineering proceedings",
publisher = "International Association for Earthquake Engineering",
booktitle = "World Conference on Earthquake Engineering proceedings",
}