3D FE PUSHOVER AND NON-LINEAR DYNAMIC ANALYSES OF A MASONRY CHIMNEY BEFORE AND AFTER SHORTENING

2015 ◽  
Author(s):  
Elisa Bertolesi ◽  
Antonio Del Grosso ◽  
Gabriele Milani ◽  
Fabio Minghini ◽  
Antonio Tralli
Keyword(s):  
Linear Dynamic ◽  
Dynamic Analyses ◽  
Non Linear ◽  
Before And After

Seismic Assessment of Bell Towers of Mexican Colonial Churches

2010 ◽  
Vol 133-134 ◽  
pp. 585-590 ◽  
Author(s):  
Fernando Peña ◽  
Miguel Meza
Keyword(s):  
Seismic Assessment ◽  
Colonial Period ◽  
Linear Dynamic ◽  
Dynamic Analyses ◽  
Non Linear

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.

scholarly journals Seismic retrofit of existing buildings led by 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
Keyword(s):  
Seismic Retrofit ◽  
Existing Buildings ◽  
Linear Dynamic ◽  
Dynamic Analyses ◽  
Non Linear

Non-linear dynamic analyses by meshless local Petrov-Galerkin formulations

2009 ◽  
Vol 81 (13) ◽  
pp. 1687-1699 ◽  
Author(s):  
D. Soares ◽  
J. Sladek ◽  
V. Sladek
Keyword(s):  
Linear Dynamic ◽  
Dynamic Analyses ◽  
Non Linear

scholarly journals An economic solution for stabilising a slender arch roof

1986 ◽  
Vol 19 (2) ◽  
pp. 93-103
Author(s):  
D. D. Spurr
Keyword(s):  
Reinforced Concrete ◽  
Computer Program ◽  
Seismic Response ◽  
Special Study ◽  
Concrete Cracking ◽  
Linear Dynamic ◽  
Earthquake Records ◽  
Dynamic Analyses ◽  
Non Linear ◽  
Prestressing Strand

A special study was made to evaluate the seismic response of the ribs of four reinforced concrete arch aircraft hangars and to assess methods of strengthening the ribs. The study was based on a series of non linear dynamic analyses of the arch ribs, with particular consideration being given to the choice of earthquake records, to the effect of P-delta actions on the arch responses and to the validity of the behaviour predicted by the computer program. The analyses indicated that the arch ribs could become unstable as a result of the P-delta effect acting in combination with reduction in the rib stiffness due to concrete cracking. However, the study also shows that the arches can be stablised very economically by using prestressing strand to provide cross bracing.

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