Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms
Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms
复制标题
对 2012 年艾米利亚-罗马涅（意大利）地震事件中受损的七座砖石教堂进行比较推覆和极限分析：非线性有限元的可能性与预先指定的失效机制相比
DOI：
10.1016/j.engfailanal.2014.09.016
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发表时间：
2015
期刊：
影响因子：
--
通讯作者：
M. Valente
中科院分区：
文献类型：
--
作者：
G. Milani;M. Valente
