Structural analysis of Monforte de Lemos masonry arch bridge considering the influence of the geometry of the arches and fill material on the collapse load estimation
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- 作者：B. Condea ; b ; bconde@uvigo.es" class="auth_mail" title="E-mail the corresponding author ; L. Dí ; az-Vilariñ ; ob ; S. Lagü ; elab ; P. Ariasb
- 关键词：Masonry arch bridges ; Geomatic techniques ; Limit analysis ; Nonlinear finite element analysis ; Geometry ; Arch-fill interaction
- 刊名：Construction and Building Materials
- 出版年：2016
- 出版时间：1 September 2016
- 年：2016
- 卷：120
- 期：Complete
- 页码：630-642
- 全文大小：2862 K
文摘
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Limit analysis and non-linear FE analysis of masonry bridges.
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NDT geometric characterization using terrestrial laser scanning.
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The effect of geometry on the load capacity of masonry arches.
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Influence of backfill on the load capacity of masonry arches.