Non-linear dynamic analyses of 3D masonry structures by means of a homogenized rigid body and spring model (HRBSM)

Author(s):  
Elisa Bertolesi ◽  
Gabriele Milani ◽  
Siro Casolo
2010 ◽  
Vol 133-134 ◽  
pp. 585-590 ◽  
Author(s):  
Fernando Peña ◽  
Miguel Meza

The seismic assessment of bell towers of churches built during the colonial period in Mexico is studied. Two representative typologies of churches of the southwest of Mexico are considered. The results of non-linear static and the non-linear dynamic analyses are compared. The results show that it is not recommended the use of non-linear static analyses; being necessary the use of full non-linear dynamic analyses.


2019 ◽  
Vol 9 (3) ◽  
pp. 201-212 ◽  
Author(s):  
Maria Cristina Porcu ◽  
Juan Carlos Vielma ◽  
Francesco Panu ◽  
Claudia Aguilar ◽  
Giuseppe Curreli

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