ORIGINAL RESEARCH published: 19 February 2020 doi: 10.3389/fbuil.2020.00002 Damage Probability Matrices and Empirical Fragility Curves From Damage Data on Masonry Buildings After Sarpol-e-zahab and Bam Earthquakes of Iran Mahnoosh Biglari 1* and Antonio Formisano 2 Edited by: Arturo Tena-Colunga, 1 Civil Engineering Department, Faculty of Engineering, Razi University, Kermanshah, Iran, 2 Department of Structures for Autonomous Metropolitan Engineering and Architecture, School of Polytechnic and Basic Sciences, University of Naples Federico II, Naples, Italy University, Mexico Reviewed by: The weakness of tensile strength and high weight in masonry structures under the Panagiotis G. Asteris, School of Pedagogical & dynamic loads of earthquakes has always led to structural damage, financial losses, Technological Education, Greece injuries, and deaths. In spite of cheap and affordable masonry materials, their use has Michele Betti, University of Florence, Italy been very limited in constructions over the past three decades. However, common Khan Shahzada, masonry materials are still found in monumental and historical structures, deteriorated University of Engineering & texture, and rural buildings. Identifying the seismic behavior and the probability of the Technology Peshawar, Pakistan structural damage is vital for pre-earthquake seismic risk reduction of urban areas and *Correspondence: Mahnoosh Biglari the rapid post-earthquake assessment. The earthquake event that occurred in Ezgeleh
[email protected]; on 2017 November 12 with Mw = 7.3 triggered the greatest damage in Sarpol-e-zahab
[email protected] city at a distance of about 37 km from the epicenter. Post-earthquake reconnaissance, Specialty section: microtremor analysis, and rapid visual inventory of structural damages in different zones This article was submitted to were performed by research teams.