Damage Index Seismic Assessment Methodologies of URM Buildings: A State-of-the-Art Review

Authors

  • Ahmad Mohamad El-Maissi Universiti Sains Malaysia
  • Moustafa Moufid Kassem Universiti Sains Malaysia
  • Chee Ghuan Tan Universiti Malaya
  • Rijalul Fikri University Gadjah Mada
  • Fadzli Mohamed Nazri Universiti Sains Malaysia

DOI:

https://doi.org/10.4186/ej.2022.26.1.39

Keywords:

URM, damage index, vulnerability assessment, failure mechanism

Abstract

This paper is written to review the previous studies of developing Damage Indices (DI) for Unreinforced Masonry (URM) Buildings. DI was designed to provide a critical indicator of damage states (DS), seismic vulnerability, and structural occupancy of buildings. DI approaches with simplified assessment methods to predict seismic vulnerability of URM structures are presented in this review, with the pros and cons of each assessment method are highlighted to propose an ideal methodology in using DI assessment.  Thus, this paper is intended to provide a comprehensive information related to the state-of-the-art of DI methodology that can be used to seismically assess of URM buildings.

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Author Biographies

Ahmad Mohamad El-Maissi

School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia

Moustafa Moufid Kassem

School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia

Chee Ghuan Tan

Department of Civil Engineering, Faculty of Engineering, Universiti Malaya, 50603 Kuala Lumpur, Malaysia

Rijalul Fikri

Department of Civil and Environmental Engineering, Faculty of Engineering, University Gadjah Mada, Yogyakarta 55281, Indonesia

Fadzli Mohamed Nazri

School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia

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Published In
Vol 26 No 1, Jan 31, 2022
How to Cite
[1]
A. M. El-Maissi, M. M. Kassem, C. G. Tan, R. Fikri, and F. M. Nazri, “Damage Index Seismic Assessment Methodologies of URM Buildings: A State-of-the-Art Review”, Eng. J., vol. 26, no. 1, pp. 39-53, Jan. 2022.