Economic Impact of Performance-Based Fire Design of Composite Steel Frame Structures

The overarching goal of this research effort is to advance the adoption of performance-based design methods for structures exposed to fire through a better understanding of the costs and benefits of different fire design strategies in the building construction industry.

Prescriptive design vs. Performance-based design (PBD)

Prescriptive composite floor design

Prescriptive Design relies on standardized solutions, offering limited flexibility and focusing on each structural member individually.

For composite floor systems, all the beams are protected to meet the standard requirement.

Performance-based composite floor design

PBD provides a goal-oriented approach to develop safe, innovative, and resilient structural fire designs. Structural engineers have higher flexibility to achieve optimal solutions through application of science-based, advanced methods.

For composite floor systems, secondary beams can be left unprotected with fire performance achieved through activation of tensile membrane action in the floor, designing for a robust system-level response.

Explore The Cost-Benefit

While the technical advantages of PBD for designing structures under fire have been highlighted in research and real-world projects, the economic implications of adopting such designs remain understudied. A lifetime economic impact analysis is essential to comprehensively evaluate the benefits and trade-offs of PBD compared to traditional prescriptive methods. 

Our Mission

Resources

To support our cost-benefit analysis, we validated our models against recent full-scale experimental tests conducted at the NIST.

We implemented our method in a step-wise web tool to facilitate the calculation. 

We compiled a construction cost database to support the evaluation of the construction costs.

We also developed a set of fire fragility functions with different design parameters to enable the estimation of fire-induced damage losses.

Team

Thomas Gernay
Principal Investigator
 

Thomas Gernay is an Assistant Professor at Johns Hopkins University, where he founded and leads the Multi-Hazard Resilient Structures group. He is an active contributor to professional committees in structural fire engineering including as the Co-Chair of the ASCE SEI Fire Protection committee, the Convener of the fib task group on Performance-Based Fire Design, the Vice-Chair of the Thin-Walled Structures task group for the Structural Stability Research Council, and a voting member of the ACI 216 Fire Resistance committee. His research has been recognized by numerous awards including the NSF CAREER award, the AISC Early Career Award, the NFPA Foundation Medal, and both the Magnusson Award and the Best Thesis Award from the IAFSS. Thomas is a co-developer of the finite element software SAFIR for modeling structures in fire.

Chenzhi Ma
PhD Candidate
 

Chenzhi is a PhD student at Johns Hopkins University, where he works on building fire risk assessment and developed a framework and web tool for quantifying the economic impact of performance-based fire design of composite steel frame structures.  Before joining Johns Hopkins University, he completed his bachelor’s degree at Central South University and his master’s degree in civil engineering at Tongji University in China, focusing on seismic risk reduction. He has received honors including the Excellent Master Thesis at Tongji University and Outstanding Undergraduate of Central South University, and he was also the recipient of the Richard D. Hickman Fellowship.

Sponsor

National Institute of Standards and Technology