Open Journal of Civil Engineering

Vol.7 No.1(2017), Paper ID 74276, 31 pages

DOI:10.4236/ojce.2017.71003

 

Serviceability Analysis of Non-Prismatic Timber Beams: Derivation and Validation of New and Effective Straightforward Formulas

 

Giuseppe Balduzzi, Georg Hochreiner, Josef Füssl, Ferdinando Auricchio

 

Institute for Mechanics of Materials and Structures (IMWS), Vienna University of Technology, Vienna, Austria
Institute for Mechanics of Materials and Structures (IMWS), Vienna University of Technology, Vienna, Austria
Institute for Mechanics of Materials and Structures (IMWS), Vienna University of Technology, Vienna, Austria
Department of Civil Engineering and Architecture (DICAr), University of Pavia, Pavia, Italy

 

Copyright © 2017 Giuseppe Balduzzi, Georg Hochreiner, Josef Füssl, Ferdinando Auricchio et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

 

How to Cite this Article


Balduzzi, G. , Hochreiner, G. , Füssl, J. and Auricchio, F. (2017) Serviceability Analysis of Non-Prismatic Timber Beams: Derivation and Validation of New and Effective Straightforward Formulas. Open Journal of Civil Engineering, 7, 32-62. doi: 10.4236/ojce.2017.71003.

Copyright © 2025 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.