Abstrakti
Long-span timber floor elements increase the adaptability of a building and they exhibit a significant market potential. High cost of the floor elements is a challenge, and the timber sector is under substantial pressure to find more economical solutions without weakening otherwise favourable environmental performance. The range of technical timber-based materials and components, structural typologies, overlays and ceiling systems represent an immense solution space when searching for a competitive design for a specific building application. Finding the optimum solution requires a computational procedure. In this study a recent development for the accounting of manufacturing resources for timber elements is utilized to build an optimization framework for cost and ECO2 minimisation of timber floor elements finalized at the factory gate. The design of the element is formulated as a discrete optimization problem which is solved by a mixed-integer sequential linearization procedure. Various material combinations and constraint combinations are treated. The optimization framework provides a tool for rapid design exploration that can be used in timber floor design situations. The results of the calculations carried out in this study provide insight on the general trends of optimum floor elements. The optimization model is used to analyse the characteristics of the optimum designs, and a comparison between the current and the proposed method for the second generation of Eurocode 5 is chosen as a vehicle for demonstrating achievable implications.
| Alkuperäiskieli | Englanti |
|---|---|
| Artikkeli | 113485 |
| Julkaisu | Engineering Structures |
| Vuosikerta | 252 |
| Varhainen verkossa julkaisun päivämäärä | 29 marrask. 2021 |
| DOI - pysyväislinkit | |
| Tila | Julkaistu - 1 helmik. 2022 |
| OKM-julkaisutyyppi | A1 Alkuperäisartikkeli tieteellisessä aikakauslehdessä |
Rahoitus
This work is part of the four-year project ?Woodsol ? Wood frame solutions for free space design in urban buildings? realized through the research grant from The Research Council of Norway (254699/E50). The support is gratefully acknowledged. The authors would also like to acknowledge the contribution by Jaakko Huusko (formerly Tampere University) for the support on implementation of the computer code. This work is part of the four-year project “Woodsol – Wood frame solutions for free space design in urban buildings” realized through the research grant from The Research Council of Norway (254699/E50). The support is gratefully acknowledged. The authors would also like to acknowledge the contribution by Jaakko Huusko (formerly Tampere University) for the support on implementation of the computer code.
Julkaisufoorumi-taso
- Jufo-taso 3
!!ASJC Scopus subject areas
- Civil and Structural Engineering