SU-E-T-405: Evaluation of IMRT QA Using 3DVH, a 3D Patient Dose and Verification Analysis Software

2011 ◽  
Vol 38 (6Part16) ◽  
pp. 3581-3581 ◽  
Author(s):  
G Jarry ◽  
D Martin ◽  
M Lemire ◽  
M Ayles ◽  
P Pater
Keyword(s):  
Patient Dose ◽  
Analysis Software ◽  
Imrt Qa

scholarly journals Per-beam, planar IMRT QA passing rates do not predict clinically relevant patient dose errors

2011 ◽  
Vol 38 (2) ◽  
pp. 1037-1044 ◽  
Author(s):  
Benjamin E. Nelms ◽  
Heming Zhen ◽  
Wolfgang A. Tomé
Keyword(s):  
Patient Dose ◽  
Imrt Qa ◽  
Passing Rates ◽  
Dose Errors

SU-GG-T-195: On the Correlation of Conventional IMRT QA Metrics to Clinical Impact in Per-Patient Dose QA

2010 ◽  
Vol 37 (6Part18) ◽  
pp. 3229-3230 ◽  
Author(s):  
H Zhen ◽  
B Nelms ◽  
W Tome
Keyword(s):  
Clinical Impact ◽  
Patient Dose ◽  
Imrt Qa

SU-E-T-37: Evaluation of Software Systems That Estimate Patient Dose Errors Based on Planar IMRT QA Measurements

2012 ◽  
Vol 39 (6Part10) ◽  
pp. 3710-3711 ◽  
Author(s):  
M Bakhtiari ◽  
A Parniani ◽  
F Lerma ◽  
S Reynolds ◽  
J Jordan ◽  
...  
Keyword(s):  
Patient Dose ◽  
Software Systems ◽  
Imrt Qa ◽  
Dose Errors

scholarly journals A Varian DynaLog file‐based procedure for patient dose‐volume histogram‐based IMRT QA

2014 ◽  
Vol 15 (2) ◽  
pp. 100-109 ◽  
Author(s):  
Juan F. Calvo‐Ortega ◽  
Tony Teke ◽  
Sandra Moragues ◽  
Miquel Pozo ◽  
Joan Casals
Keyword(s):  
Patient Dose ◽  
Dose Volume Histogram ◽  
Imrt Qa ◽  
Dose Volume

Influence of the distribution of the shear walls on the seismic response of the buildings

2020 ◽  
Vol 15 (1) ◽  
pp. 37-44
Author(s):  
El Mehdi Echebba ◽  
Hasnae Boubel ◽  
Oumnia Elmrabet ◽  
Mohamed Rougui
Keyword(s):  
Structural Analysis ◽  
Seismic Response ◽  
Natural Frequency ◽  
Structural Design ◽  
Structural Response ◽  
Shear Walls ◽  
Structural Elements ◽  
Analysis Software ◽  
Ansys Apdl ◽  
The Impact

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.

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