Application of Shape Memory Alloys in Retrofitting of Masonry and Heritage Structures Based on Their Vulnerability Revealed in the Bam 2003 Earthquake

• Published in: Materials Vol. 14; no. 16; p. 4480
• Main Authors: Tabrizikahou, Alireza, Hadzima-Nyarko, Marijana, Kuczma, Mieczysław, Lozančić, Silva
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 10-08-2021; MDPI
• Subjects: Algorithms; Buildings; Casualties; Civil engineers; Cultural heritage; Ductility; Earthquake resistance; Earthquake resistant structures; Earthquakes; Emergency preparedness; Failure; Failure analysis; Fiber reinforced plastics; Historical buildings; History of engineering; Masonry; Retrofitting; Seismic engineering; Shape memory alloys; Sprayed concrete; Structural failure
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma14164480

For decades, one of the most critical considerations of civil engineers has been the construction of structures that can sufficiently resist earthquakes. However, in many parts of the globe, ancient and contemporary buildings were constructed without regard for engineering; thus, there is a rising necessity to adapt existing structures to avoid accidents and preserve historical artefacts. There are various techniques for retrofitting a masonry structure, including foundation isolations, the use of Fibre-Reinforced Plastics (FRPs), shotcrete, etc. One innovative technique is the use of Shape Memory Alloys (SMAs), which improve structures by exhibiting high strength, good re-centring capabilities, self-repair, etc. One recent disastrous earthquake that happened in the city of Bam, Iran, (with a large proportion of masonry buildings) in 2003, with over 45,000 casualties, is analysed to discover the primary causes of the structural failure of buildings and its ancient citadel. It is followed by introducing the basic properties of SMAs and their applications in retrofitting masonry buildings. The outcomes of preceding implementations of SMAs in retrofitting of masonry buildings are then employed to present two comprehensive schemes as well as an implementation algorithm for strengthening masonry structures using SMA-based devices.