A Historical Large Span Timber Construction - Refurbishment of the Main Cupola of Vienna University of Technology

Article Preview

Abstract:

We present the refurbishment work on a 200-year-old timber structure the principal cupola on top of the main building of the Vienna University of Technology (VUT). Retrofitting plans for this structure included a different use of the space underneath the cupola and leaving the ancient timber construction visible. This called for an examination of the quality of the ancient wood material, the development of modern safety concepts for fire and earthquake incidents within the modified use scenario, additional constructional measures to fulfil the requirements of these new concepts and doing an up-to-date structural analysis following the regulations given by the Eurocodes.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

959-967

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Scalet M: Doppelter Deckel. Information on http: /www. solidbau. at/home/thema/r/21/Baupraxis access on August 16th, (2007).

Google Scholar

[2] S. Jaksch, M. Maftoon, W. Winter, Refurbishment of the Main Cupola of VUT. Precious Wood Urban Wood – An exhibition on the occasion of the 140th anniversary of the diplomatic relations between Austria and Japan, Vienna, (2009).

Google Scholar

[3] D. Scheidler, Holzdecken von öffentlichen Gebaeuden. Diploma thesis, Vienna University of Technology, (2003).

Google Scholar

[4] Winter W., A. Gaisberger, M. Schwarzhans, Gutachten über die Tragfaehigkeit des Kuppelraumes 2 der Technischen Universitaet Wien, unter Beruecksichtigung unterschiedlicher Lastfaelle und Brandlasten. Technical assessment, Vienna, (2003).

Google Scholar

[5] S. Jaksch, M. Maftoon, W. Winter, Refurbishment of a 200-year-old Cupola in Vienna - Modeling and Repair of a Spatial Timber Construction; in: Proceedings of the 12th World Conference on Timber Engineering, WCTE 2012, pp.101-109.

Google Scholar

[6] EN 338: Structural timber - Strength classes, European Committee for Standardization (CEN), (2009).

Google Scholar

[7] EN 1991-1-1: 2002: Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings, European Committee for Standardization (CEN), (2002).

DOI: 10.3403/30396138

Google Scholar

[8] EN 1991-1-3: 2003: Eurocode 1: Actions on structures - Part 1-3: General actions - Snow loads, European Committee for Standardization (CEN), (2003).

Google Scholar

[9] EN 1991-1-4: 2005: Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions, European Committee for Standardization (CEN), (2005).

DOI: 10.1680/dgte1.31524

Google Scholar

[10] EN 1995-1-1: 2009: Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings, European Committee for Standardization (CEN), (2009).

DOI: 10.3403/03174906

Google Scholar

[11] EN 1995-1-2: 2004: Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design, European Committee for Standardization (CEN), (2004).

Google Scholar

[12] Photograph by courtesy of Vienna University of Technology, (2010).

Google Scholar