Abstract

Current load-bearing systems for buildings rarely have a beneficial end of life. Modular design is a proven solution for revalorizing obsolete structures, but it hardly competes with conventional solutions: the range of future spatial configurations that the modules will accommodate is usually too limited to balance additional upfront costs due to necessary oversized elements and extra connections. Through a review of building demolition cases, this paper first presents motives, challenges and requirements for overcoming adverse end-of-life environmental impacts of building structures. Then a new structural system addressing the specified design constraints is introduced. The system is a highly versatile kit of slab and column elements. Contrary to existing modular solutions, its element dimensions do neither constrain the positioning of columns nor the shape of floor plans. Slab elements are stacked vertically to tune bending and shear stiffnesses locally and ensure serviceability requirements for a wide range of column and load cases layouts. All connections between elements are reversible and ready for reuse. Accordingly, the proposed structural system is well-suited for multiple service cycles and architectural needs, mitigating the detrimental effects that buildings have on the environment.

Highlights

  • The context of the building sector needs to be framed considering societal and environmental parameters besides state-of-the-art practices, materials and developments in order to make accurate predictions regarding its future direction

  • The proposed structural system is well-suited for multiple service cycles and architectural needs, mitigating the detrimental effects that buildings have on the environment

  • construction and demolition waste (CDW) does represent a loss of valuable resources; it involves the loss of embodied energy, embodied greenhouse gas emissions and manufactured technology

Read more

Summary

IOP Publishing

IOP Conf. Series: Earth and Environmental Science 588 (2020) 042066 doi:10.1088/1755-1315/588/4/042066 Alex Muresan*a,b, Jan Brüttinga, Dario Redaellib, Corentin Fiveta a Structural Xploration Lab, Swiss Federal Institute of Technology (EPFL), Fribourg, Switzerland b iTEC, Institute of Construction and Environmental Technology, School of Engineering & Architecture, HEIA-FR Fribourg, University of Applied Sciences Western Switzerland, HES-SO Fribourg, Switzerland

Introduction
Published under licence by IOP Publishing Ltd
External interventions
Findings
Conclusions and discussions

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.