Computational experience with non-linear dynamic analysis of thin reinforced concrete structures with the initial-stress approach

1977 ◽  
Vol 42 (2) ◽  
pp. 381-390 ◽  
Author(s):  
B. Rebora ◽  
F. Uffer ◽  
Th. Zimmermann ◽  
J.-P. Wolf
2013 ◽  
Vol 14 (1) ◽  
pp. 29-42 ◽  
Author(s):  
Diego Lorenzo Allaix ◽  
Vincenzo Ilario Carbone ◽  
Giuseppe Mancini

2015 ◽  
Vol 660 ◽  
pp. 186-191 ◽  
Author(s):  
Marina Lute

The purpose of this paper is looking at the dynamic response of existing reinforced concrete structures which have possibly sustained various levels of damage, a set of tests need to be identified that will be able to detect damage and quantify the damage if damage exists. In this work it is presented a further study on the effect of damage on the behavior of reinforced concrete beams. In particular, the non-linear behavior of these beams is considered once significant cracking has been introduced, outlining the stage of testing carried out in dynamic field.


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