Using MAXFEA code in combination with ANSYS APDL for the simulation of plasma disruption events on EU DEMO

2021 ◽  
pp. 112697
Author(s):  
R. Lombroni ◽  
F. Giorgetti ◽  
G. Calabrò ◽  
P. Fanelli ◽  
G. Ramogida
Keyword(s):  
2020 ◽  
Vol 15 (1) ◽  
pp. 37-44
Author(s):  
El Mehdi Echebba ◽  
Hasnae Boubel ◽  
Oumnia Elmrabet ◽  
Mohamed Rougui

Abstract In this paper, an evaluation was tried for the impact of structural design on structural response. Several situations are foreseen as the possibilities of changing the distribution of the structural elements (sails, columns, etc.), the width of the structure and the number of floors indicates the adapted type of bracing for a given structure by referring only to its Geometric dimensions. This was done by studying the effect of the technical design of the building on the natural frequency of the structure with the study of the influence of the distribution of the structural elements on the seismic response of the building, taking into account of the requirements of the Moroccan earthquake regulations 2000/2011 and using the ANSYS APDL and Robot Structural Analysis software.


2021 ◽  
Vol 1051 (1) ◽  
pp. 012039
Author(s):  
N H Mohd Azman ◽  
Z Yusof ◽  
Z A Rasid ◽  
M Z Hassan ◽  
H Yahaya ◽  
...  
Keyword(s):  

1993 ◽  
Vol 200 (2) ◽  
pp. 265-269 ◽  
Author(s):  
S. Suzuki ◽  
J.F. Crawford ◽  
J.T. Bradley ◽  
J.M. Gahl ◽  
R. Nygren

2000 ◽  
Vol 2 (6) ◽  
pp. 549-556 ◽  
Author(s):  
Fang Jin ◽  
Chen Zhuo-min ◽  
Li Bao-zeng ◽  
Bi Yan-fang ◽  
Wu Song-tao ◽  
...  
Keyword(s):  

Author(s):  
Iarly Vanderlei da Silveira ◽  
Lineu José Pedroso ◽  
Giuliano Santa Marotta

abstract: This work aims to verify the influence of the foundation and the reservoir on the dynamic behavior of concrete gravity dams in terms of the natural frequencies, vibration modes for a free vibration analysis; and in terms of maximum displacements and maximum stresses at singular points of the structure for a seismic excitation. The dam-reservoir-foundation interaction was investigated through modal and transient analysis by the finite element method via ANSYS APDL software. For this study, we used a typical Brazilian dam profile and compatible data from a Brazilian earthquake for the seismic excitation. The results showed the influence of the reservoir and the foundation on the natural frequencies in the coupled system, as well as its repercussions on the response of the dam under seismic excitation.


1995 ◽  
Vol 27 ◽  
pp. 499-506 ◽  
Author(s):  
Haruki Madarame ◽  
Toshio Sukegawa ◽  
Hiroshige Inoue

2008 ◽  
Vol 53 (6) ◽  
pp. 3224-3228
Author(s):  
Suk-Kwon Kim ◽  
Dong-Won Lee ◽  
Young-Dug Bae ◽  
Jong-Gu Kwak ◽  
Bong-Guen Hong
Keyword(s):  

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