In situ determination of the mechanical performance of the steel rods anchored on an existing masonry building wall
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-021-01697-y.pdf
Reference22 articles.
1. Ceran H B and Erberik M A 2013 Effect of out-of-plane behavior on seismic fragility of masonry buildings in Turkey. Bull. Earthquake Eng. 11: 1775–1795.
2. Shabdin M, Zargaran M and Attari N K 2018 Experimental diagonal tension (shear) test of Un-Reinforced Masonry (URM) walls strengthened with textile reinforced mortar (TRM). Constr. Build. Mater. 164: 704–715.
3. ElGawady M, Lestuzzi P and Badoux M 2004 A review of conventional seismic retrofitting techniques for URM. In: Proceedings of the 13th International Brick and Block Masonry Conference, Amsterdam, pp. 1–10
4. Yön B, Onat O, Öncü M E and Karaşin A, 2020 Failures of masonry dwelling triggered by East Anatolian Fault earthquakes in Turkey. Soil Dyn. Earthquake Eng. 133: 106–126.
5. Lin T J and LaFave J M 2012 Experimental structural behavior of wall-diaphragm connections for older masonry buildings. Constr. Build. Mater. 26: 180–189.
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