Abstract:
The seismic hazard map of Bangladesh shows that the northern and eastern regions of
Bangladesh are particularly susceptible to seismic hazards. There is a high risk that a
moderate to strong earthquake may result in widespread damage especially in the densely
populated urban set up of Bangladesh. Being the second largest metropolis in Bangladesh,
Chattogram has been built up to accommodate fast-growing population of Bangladesh. In this
project, building data is collected by conducting Rapid Visual Screening (RVS) survey in a
typical residential area of the city. Commonly used methods of RVS is used to collect general
information of typical reinforced concrete buildings of the study area and an assessment of
seismic vulnerability of the buildings is done with emphasis given post seismic hazard
consideration as well. A comparative analysis of the results using FEMA 154, FEMA 310
and ASCE 41-13 RVS methods show that there exist significant problems of seismic
vulnerability of buildings in the study area in relation to building parameters such as load
path discontinuity, soft stories, weak brick joints, horizontal and vertical plan irregularities,
strong beams/weak columns, diaphragm discontinuity etc. The results of FEMA 154 RVS
method indicates that 35% of the buildings of the area fall below a cut-off vulnerability score
of 2. With an average 49% percent of non-compliance of building vulnerability parameters of
FEMA 310, an average or relative score of vulnerability score of 2.1 is calculated. The results
of these two RVS methods seem to be an underestimate of the conditions of seismic
vulnerability considering the poor conditions of buildings observed during the field study.
When compared to the results of average 60% non-compliance of building vulnerability
parameters of the ASCE 41-13 checklist, the relative score of seismic vulnerability of 1.9
better represents the observed poor conditions of buildings‟ physical conditions. According to
FEMA 154, the percentage of buildings with cut-off score less than 2 is high in areas with
insufficient width of roads which is indicative of the fact of narrow exit pathways or
insufficient evacuation facilities during emergency situations. A few guidelines of BNBC
regulations may be considered important considerations for mitigation of risks of post seismic
hazards. Therefore, RVS checklists of parameters may need inclusive considerations of some
additional parameters in the checklist of building vulnerability parameters such as front road
width, electric and gas lines distance, built purpose and rescue facility etc. which are required
to ensure earthquake resilient residential infrastructures and urban seismic resilience.