Rapid Seismic Assessment Method for Unreinforced Masonry Buildings in Bangladesh
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Department of Civil and Environmental Engineering (CEE), Islamic University of Technology (IUT), Board Bazar, Gazipur, Bangladesh
Abstract
The Rapid Seismic Assessment Method (RSAM) is an inexpensive and time-efficient
method for assessing the seismic vulnerability of unreinforced masonry (URM)
buildings to provide timely information for decision-making on the priority of
buildings that need further seismic evaluation by vulnerability scoring. The simplicity
of this method and the use of visual observations make it well-suited as a first-level
assessment, thus helping to determine measures that will be taken and increasing the
awareness of the public to the seismic hazard effects of URM buildings. To address the
need for making vulnerable structures seismically resistant in seismically prone areas,
this study focuses on URM buildings. This study investigates a systematic visual
assessment method as a preliminary step towards the overall seismic evaluation of
URM buildings. A rapid assessment approach has been developed, specifically
tailored to the construction practices and materials of the buildings. This rapid
assessment technique has been designed to assist in the development of a priority list
for the separate determination of URM buildings that need additional detailed seismic
analysis. Through the evaluation of the seismic capacity of each load-bearing masonry
wall at different levels of a building, a rapid assessment index is developed. The
technique developed in this study considers some of the critical factors that affect the
seismic performance of masonry buildings, such as building type, number of stories,
aspect ratio, slenderness ratio of walls, opening size, irregularities, pounding effect,
construction age, and the physical condition of URM structures. To make the RSAM
practical and valuable, available guidelines are used, and detailed seismic analysis is
performed on several URM structures for comparison of the seismic index with the
analytical and finite element models. The results from the studies show that this
procedure can be used as an effective and practical means for the quick assessment of
many masonry buildings located in seismically active areas. RSAM can be used to
prioritize URM buildings that need further detailed seismic evaluation and to
optimize the use of the limited available resources. This research not only
demonstrates a practical solution for the initial seismic assessment of URM buildings
but also highlights the necessity of implementing measures to protect vulnerable
existing URM structures. It is crucial to take appropriate actions for the safety of the
public from life-threatening situations in seismically and potentially active regions.
Description
Supervised by
Dr. Md. Tarek Uddin, PEng.
Professor,
Department of Civil and Environmental Engineering (CEE),
Islamic University of Technology (IUT),
Board Bazar, Gazipur, Bangladesh.
Co-Supervisor:
Dr. Md. Abdur Rahman Bhuiyan
Professor
Department of Civil Engineering (CE)
Chittagong University of Engineering
& Technology (CUET).
This thesis is submitted in partial fulfillment of the requirements for the degree of Master of Science in Civil and Environmental Engineering, 2025
