Please use this identifier to cite or link to this item:
http://hdl.handle.net/1942/49143| Title: | Adaptability in timber construction: Evaluating frameworks for flexible multistorey building systems and material-specific requirements | Authors: | Vandamme, Esther NOVAIS PASSARELLI, Rafael Rinke, Mario |
Issue Date: | 2026 | Publisher: | PERGAMON-ELSEVIER SCIENCE LTD | Source: | Building and environment, 298 (Art N° 114617) | Abstract: | As buildings face changing functional demands and increasing environmental requirements, timber, a renewable and versatile material, could support such adaptation. However, timber's capacity to support long-term transformation remains underexplored. Since multistorey timber buildings (MTBs) often face sustainability certification-including adaptability demands-and material-specific performance requirements, this adaptability gap carries great consequences. This paper aims to understand whether existing adaptability frameworks-predominantly designed for steel and concrete-can capture the specific requirements of timber construction, and how they might be adjusted to do so. We asses the suitability of quantitative adaptability frameworks for MTBs by analysing 28 adaptability indicators with an umbrella review, and applying two established frameworks-DGNB ECO2.1 and Adaptive Capacity DBGC BREEAM MAT7-to five representative timber building system cases. Results show systematic disparities between current criteria and MTB requirements: (1) frameworks lack consensus on significant parameters and target values-ceiling height, extendability and typical span recur- and are rarely validated with timber cases; (2) qualitative, design-driven adaptability is underrepresented, indicating a need for holistic assessment that integrates key physical, spatial and technical aspects; (3) MTB-specific properties-lateral stability, acoustic and fire performance, free floor area, logistics and profile differentiation-require explicit treatment; and (4) scenario-testing with material-specific requirements is needed to capture adaptability's full complexity. Moreover, metrics inherited from steel-concrete practice (preference for large spans and flat ceilings, penalties for load-bearing walls) can undervalue timber strategies such as modularity, lightweight logistics and permeable load-bearing walls. We outline a pathway towards materialinclusive Design for Adaptability for MTBs. | Notes: | Vandamme, E (corresponding author), Univ Antwerp, Mutsaardstr 31, B-2000 Antwerp, Belgium. | Keywords: | Circular design indicators;Circular economy (CE);Wood construction;Design for adaptability (DfA);Building adaptation;Sustainability metrics;Assessment framework | Document URI: | http://hdl.handle.net/1942/49143 | ISSN: | 0360-1323 | e-ISSN: | 1873-684X | DOI: | 10.1016/j.buildenv.2026.114617 | ISI #: | 001758384400001 | Category: | A1 | Type: | Journal Contribution |
| Appears in Collections: | Research publications |
Show full item record
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.