Significance of End Connection Rigidity on the Economic Design of Long-Span Timber Beams
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-3397-2_29
Reference22 articles.
1. Ahmed B, Li TQ, Nethercot DA (2008) Deflection of semi-rigidly connected beams. In: Structures and granular solids. CRC Press, pp 305–316
2. AS 1720.1–2010 Timber structures part 1 design methods
3. AS/NZS 1170.0 (2002) Structural design actions, Part 0: General principles
4. Bazli M, Heitzmann M, Ashrafi H (2022) Long-span timber flooring systems: A systematic review from structural performance and design considerations to constructability and sustainability aspects. J Build Eng 48:103981
5. Boughton GN, Crews K (2013) Timber design handbook: in accordance with the Australian limit state timber design code AS 1720.1–2010, Timber structures, Part 1: Design methods. Standards Australia
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