| dc.description.abstract | Retrofitting of existing reinforced concrete (RC) buildings has been a major solution to
raise structural capacity, deal with deformation, and prolong service life, especially in cases
where the original structures lacked enough stiffness or ductility. As two of the most popular
methods for strengthening, retrofitting with steel plates and carbon fiber reinforced polymer
(CFRP) have different merits in terms of stiffness improvement, load-carrying capacity,
installation needs, and total cost efficiency. For example, while steel plates can significantly
increase the strength of a structure, they also increase the dead load considerably as well as
require the welding to be done, which is labor-intensive and needs surface preparation. On the
other hand, CFRP is a lightweight, high-strength composite material which can be very quickly
applied with almost no architectural disruption. This research solely compares these two
retrofitting systems by analytical modeling through ETABS and the comparison is based on
their impact on stiffness, drift reduction, and structural elements' response, especially beams
and columns. Since Bangladesh is located in a seismically active area that is affected by the
Himalayan arc, Dauki fault, and Indo-Burman ranges, the retrofitted building model is also
checked under BNBC 2020 earthquake loads to see if each method can effectively bring old
BNBC 1993/2006-designed structures up to the current drift and lateral load requirements.
The findings display that there are clear performance and cost trade-offs: steel plates can
give high gains of stiffness but increase the weight of the structure and the complexity of
installation, whereas CFRP can achieve very high strength-to-weight ratio and the application
is quicker even though the material cost is higher. Thus, the research acts as a comparative
performance-cost study that is of assistance to engineers in making the right choice of the most
feasible and efficient method for retrofitting to enhance both the seismic resistance and the
structural reliability of the existing reinforced concrete buildings in Bangladesh | en_US |
