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2016 | OriginalPaper | Buchkapitel

Seismic Assessment Procedures for Flexible Timber Diaphragms

verfasst von : Ivan Giongo, Gianni Schiro, Roberto Tomasi, Dmytro Dizhur, Jason Ingham

Erschienen in: Historical Earthquake-Resistant Timber Framing in the Mediterranean Area

Verlag: Springer International Publishing

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Abstract

A review of the available procedures and guidelines for the in-plane assessment of existing timber diaphragms in unreinforced masonry (URM) buildings is provided. Most of the provisions that concern flexible wood floors and that are valid for URM, can as a matter of fact be adopted for historic masonry buildings reinforced with timber frames. Recommendations from the most recent international standards like ASCE 41-13 and NZSEE 2015 were thoroughly analysed. Particular attention was given to producing a step-by-step practice-oriented guideline that provides background information which helps understand better the procedure frame work and also gives suggestions for alternative interpretations when multiple choices are possible.

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Literatur
1.
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Zurück zum Zitat ASCE/SEI 41-06 (2006) Seismic rehabilitation of existing building. American Society of Civil Engineers, Virginia ASCE/SEI 41-06 (2006) Seismic rehabilitation of existing building. American Society of Civil Engineers, Virginia
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Zurück zum Zitat Giongo I, Wilson A, Dizhur DY, Derakhshan H, Tomasi R, Griffith MC, Quenneville P, Ingham J (2014) Detailed seismic assessment and improvement procedure for vintage flexible timber diaphragms. NZSEE Bull 47:97–118 Giongo I, Wilson A, Dizhur DY, Derakhshan H, Tomasi R, Griffith MC, Quenneville P, Ingham J (2014) Detailed seismic assessment and improvement procedure for vintage flexible timber diaphragms. NZSEE Bull 47:97–118
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Zurück zum Zitat Giongo I, Dizhur DY, Tomasi R, Ingham JM (2013) In-plane assessment of existing timber diaphragms in URM buildings via quasi-static and dynamic in-situ tests. Adv Mater Res SHATIS 778:495–502CrossRef Giongo I, Dizhur DY, Tomasi R, Ingham JM (2013) In-plane assessment of existing timber diaphragms in URM buildings via quasi-static and dynamic in-situ tests. Adv Mater Res SHATIS 778:495–502CrossRef
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Zurück zum Zitat Oliver SJ (2010) A design methodology for the assessment and retrofit of flexible diaphragms in unreinforced masonry buildings. SESOC J, 19–49 Oliver SJ (2010) A design methodology for the assessment and retrofit of flexible diaphragms in unreinforced masonry buildings. SESOC J, 19–49
Metadaten
Titel
Seismic Assessment Procedures for Flexible Timber Diaphragms
verfasst von
Ivan Giongo
Gianni Schiro
Roberto Tomasi
Dmytro Dizhur
Jason Ingham
Copyright-Jahr
2016
DOI
https://doi.org/10.1007/978-3-319-39492-3_22