| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6726136 | Construction and Building Materials | 2013 | 14 Pages |
Abstract
⺠A FE model for the seismic analysis of a triple-arched masonry bridge is presented. ⺠The seismic capacity is assessed by means of pushover and time-history analyses. ⺠The top and the centre of mass are chosen as the control nodes in the FE analyses. ⺠The pushover results slightly overestimate the time-history average predictions. ⺠The choice of the control node in the centre of mass leads to more reliable results.
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Civil and Structural Engineering
Authors
Luca Pelà , Alessandra Aprile, Andrea Benedetti,