Seismic assessment of lifeline masonry structures using an advanced material model

2007 ◽  
Vol 14 (2) ◽  
pp. 321-332 ◽  
Author(s):  
Suikai Lu ◽  
Rudolf Heuer
1996 ◽  
Vol 12 (1) ◽  
pp. 145-162 ◽  
Author(s):  
G. Michele Calvi ◽  
Gregory R. Kingsley ◽  
Guido Magenes

The experimental evaluation of strength, deformability, and energy dissipation capacity of unreinforced masonry buildings subjected to seismic loadings presents unique and complex problems, both for laboratory and field evaluations. The paper addresses these problems, focusing on the relative merits and roles of several experimental techniques, including quasistatic, dynamic, and pseudodynamic loadings at full and reduced scale.


Author(s):  
Gianmarco de Felice ◽  
Stefano De Santis ◽  
Paulo B. Lourenço ◽  
Nuno Mendes

2017 ◽  
Vol 17 (1) ◽  
pp. 29-36
Author(s):  
M. Andersson ◽  
V. Angelopoulos

Abstract Simulations are continuously becoming more and more important to predict the behaviour of materials, components and structures. Porous materials, such as PM, put special demands on the material models used. This paper investigates the application of the Gurson material model to PM steels. It is shown how the model can be calibrated to material data. The results are also applied to an indentation test, where it’s demonstrated that experimental results can be reproduced with some accuracy. Limitations of the model, and the potential to use more advanced material models are also discussed.


2010 ◽  
Vol 4 (2) ◽  
pp. 85-92 ◽  
Author(s):  
Henk Vegter ◽  
Carel ten Horn ◽  
Michael Abspoel

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