A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Cost and Damage Comparison of RC Frame Buildings Designed Using IS Code and the Unified Performance-Based Design Method
https://orcid.org/0000-0002-2042-9619
https://orcid.org/0000-0002-8896-8918
The seismic design code of India follows the traditional force-based approach for designing buildings to resist a lateral force representing earthquake excitations. Owing to various limitations of this approach, there is a growing interest toward performance-based design (PBD) when designing buildings for seismic events. The unified performance-based design (UPBD) is a new and advanced PBD approach capable of effectively designing buildings for specific performance levels and drift. Despite its potential benefits, the widespread adoption of PBD remains limited, especially in India. To address this gap, a comprehensive study was conducted to evaluate the effectiveness of two distinct design methodologies: the conventional force-based Indian standard (IS) code method; and the innovative UPBD approach. The study focused on analyzing the cost implications and seismic damage outcomes of each method. Nine reinforced concrete frame buildings were initially designed using the IS code method, followed by detailed nonlinear analyses to assess their performance. Subsequently, the buildings are redesigned using UPBD to achieve equivalent performance levels and drift, setting a standardized benchmark for comparison. Cost is assessed based on the weight of concrete and steel, while a modified Park and Ang damage index is used to quantify damage. The research findings unveiled that buildings designed using the UPBD method exhibited lower overall costs and showcased reduced vulnerability to structural damage compared with those designed using the traditional IS code approach. The UPBD-designed buildings demonstrate superior performance metrics and potential cost savings, emphasizing the economic and structural benefits of adopting the UPBD method for seismic design.
This research holds particular relevance for architects, engineers, and construction professionals engaged in seismic-prone regions, where adopting advanced seismic design methodologies is critical. Notably, while many countries have embraced PBSD, this study focuses on the Indian context, where the traditional force-based method prevails. This research compares the traditional IS code method with the advanced UPBD approach, revealing UPBD’s lower costs and increased resilience. Architects and engineers can leverage UPBD to optimize building performance while minimizing expenses, advocating for its adoption in seismic design projects. Also, the construction professionals can benefit by ensuring safer and more sustainable built environments. In summary, this research offers actionable guidance, highlighting the pragmatic advantages of UPBD toward enhancing building performance and safety in India’s seismic landscape.
Cost and Damage Comparison of RC Frame Buildings Designed Using IS Code and the Unified Performance-Based Design Method
https://orcid.org/0000-0002-2042-9619
https://orcid.org/0000-0002-8896-8918
The seismic design code of India follows the traditional force-based approach for designing buildings to resist a lateral force representing earthquake excitations. Owing to various limitations of this approach, there is a growing interest toward performance-based design (PBD) when designing buildings for seismic events. The unified performance-based design (UPBD) is a new and advanced PBD approach capable of effectively designing buildings for specific performance levels and drift. Despite its potential benefits, the widespread adoption of PBD remains limited, especially in India. To address this gap, a comprehensive study was conducted to evaluate the effectiveness of two distinct design methodologies: the conventional force-based Indian standard (IS) code method; and the innovative UPBD approach. The study focused on analyzing the cost implications and seismic damage outcomes of each method. Nine reinforced concrete frame buildings were initially designed using the IS code method, followed by detailed nonlinear analyses to assess their performance. Subsequently, the buildings are redesigned using UPBD to achieve equivalent performance levels and drift, setting a standardized benchmark for comparison. Cost is assessed based on the weight of concrete and steel, while a modified Park and Ang damage index is used to quantify damage. The research findings unveiled that buildings designed using the UPBD method exhibited lower overall costs and showcased reduced vulnerability to structural damage compared with those designed using the traditional IS code approach. The UPBD-designed buildings demonstrate superior performance metrics and potential cost savings, emphasizing the economic and structural benefits of adopting the UPBD method for seismic design.
This research holds particular relevance for architects, engineers, and construction professionals engaged in seismic-prone regions, where adopting advanced seismic design methodologies is critical. Notably, while many countries have embraced PBSD, this study focuses on the Indian context, where the traditional force-based method prevails. This research compares the traditional IS code method with the advanced UPBD approach, revealing UPBD’s lower costs and increased resilience. Architects and engineers can leverage UPBD to optimize building performance while minimizing expenses, advocating for its adoption in seismic design projects. Also, the construction professionals can benefit by ensuring safer and more sustainable built environments. In summary, this research offers actionable guidance, highlighting the pragmatic advantages of UPBD toward enhancing building performance and safety in India’s seismic landscape.
Cost and Damage Comparison of RC Frame Buildings Designed Using IS Code and the Unified Performance-Based Design Method
https://orcid.org/0000-0002-2042-9619
https://orcid.org/0000-0002-8896-8918
The seismic design code of India follows the traditional force-based approach for designing buildings to resist a lateral force representing earthquake excitations. Owing to various limitations of this approach, there is a growing interest toward performance-based design (PBD) when designing buildings for seismic events. The unified performance-based design (UPBD) is a new and advanced PBD approach capable of effectively designing buildings for specific performance levels and drift. Despite its potential benefits, the widespread adoption of PBD remains limited, especially in India. To address this gap, a comprehensive study was conducted to evaluate the effectiveness of two distinct design methodologies: the conventional force-based Indian standard (IS) code method; and the innovative UPBD approach. The study focused on analyzing the cost implications and seismic damage outcomes of each method. Nine reinforced concrete frame buildings were initially designed using the IS code method, followed by detailed nonlinear analyses to assess their performance. Subsequently, the buildings are redesigned using UPBD to achieve equivalent performance levels and drift, setting a standardized benchmark for comparison. Cost is assessed based on the weight of concrete and steel, while a modified Park and Ang damage index is used to quantify damage. The research findings unveiled that buildings designed using the UPBD method exhibited lower overall costs and showcased reduced vulnerability to structural damage compared with those designed using the traditional IS code approach. The UPBD-designed buildings demonstrate superior performance metrics and potential cost savings, emphasizing the economic and structural benefits of adopting the UPBD method for seismic design.
This research holds particular relevance for architects, engineers, and construction professionals engaged in seismic-prone regions, where adopting advanced seismic design methodologies is critical. Notably, while many countries have embraced PBSD, this study focuses on the Indian context, where the traditional force-based method prevails. This research compares the traditional IS code method with the advanced UPBD approach, revealing UPBD’s lower costs and increased resilience. Architects and engineers can leverage UPBD to optimize building performance while minimizing expenses, advocating for its adoption in seismic design projects. Also, the construction professionals can benefit by ensuring safer and more sustainable built environments. In summary, this research offers actionable guidance, highlighting the pragmatic advantages of UPBD toward enhancing building performance and safety in India’s seismic landscape.
Cost and Damage Comparison of RC Frame Buildings Designed Using IS Code and the Unified Performance-Based Design Method
J. Struct. Des. Constr. Pract.
Das, Tushar Kanti (author) / Choudhury, Satyabrata (author) / Das, Pallab (author)
2025-05-01
Article (Journal)
Electronic Resource
English
A Unified Approach to Performance-Based Design of RC Frame Buildings
| Springer Verlag | 2013
| British Library Online Contents | 2009