Minimum Uplift Horizontal Acceleration of the Single-Nave Barrel Vault and the Rocking Frame

Haris Alexakis, Nicos Makris

Research output: Contribution to journalArticle

Abstract

This paper examines and compares the minimum horizontal acceleration that is needed to initiate uplift of the
single-nave barrel vault and of the rocking frame which are the two most common masonry structural systems used to bridge
a span. The paper concludes that regardless of the direction of the rupture of the buttresses, the single-nave barrel vault
uplifts with a seismic coefficient, ε, that is always smaller than the slenderness of the buttresses, s=b/h. In contrast, the
rocking frame always uplifts with a seismic coefficient, ε=b/h, regardless of the mass of its prismatic epistyle; therefore, the
rocking frame has a superior seismic performance than the single-nave barrel vault.
Original languageEnglish
Pages (from-to)275-288
JournalInternational Journal of Geoengineering Case Histories
Volume4
Issue number4
DOIs
Publication statusPublished - 16 Nov 2018

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    Alexakis, H., & Makris, N. (2018). Minimum Uplift Horizontal Acceleration of the Single-Nave Barrel Vault and the Rocking Frame. International Journal of Geoengineering Case Histories, 4(4), 275-288. https://doi.org/10.4417/IJGCH-04-04-04