Background: Ejection fraction have been used frequently
for assessment of the left ventricular function, but can be
associated with errors in which myocardial performance
index have been used as another parameter to measure the
left ventricular function.
Objective: selecting another echocardiography parameter
for the assessment of myocardial in function instead of the
ejection fraction.
Methods: 160 patients referred to the echocardiogram unit
from the period december 2007 to august 2008 requesting
assessment of left ventricular function. After clinical
examination, routine blood tests; chest x-ray and
electrocardiographic recording have been completed. All
patients informed to come for this unit after the first visit
monthly for three successive months. For the purpose of
comparison (30) thirty volunteers admitted to this study as
control having same age range. The (160) patients were
categorized into two groups.
Group (A) includes (70) patients with ischemic heart
disease with complications like pulmonary oedema,
myocardial infarction, recent admission to coronary care
unit because of recurrent severs chest pain. Group (B)
includes (90) patients with ischemic heart disease without
any of the above complications. Myocardial performance
index is done by using the four chambers view and pulse
wave and curser along the mitral inflow of the blood jet.
Results: Assessment of left ventricular function by using
the myocardial performance index in group A was more
significant than using the ejection fraction in comparison to
the control group (P value 0.02, 0.03 respectively) the same
was found in group B in comparison to control group (P
value 0.01; 0.05 respectively).
Conclusion The myocardial performance index (MPI) in
the control groups was 0.44-0.36 MS indicating that its
range is very narrow in the control group, The (MPI) in the
two groups of patients was high in comparisons with
control group
In this study, Al2O3 thin films were prepared by dc reactive sputtering technique using different gas mixtures of argon and oxygen gases (90:10, 70:30, 50:50, 30:70, and 10:90). These films were characterized to introduce their surface morphology and elemental composition as functions of the oxygen content in the gas mixture. The gas mixing ratio plays a crucial role in controlling the nanoscale morphology of the prepared thin films. The [Al]/[O] ratio varies non-linearly with the Ar:O2 mixing ratio. Increasing the oxygen content leads to a progressive decrease in surface roughness, resulting in smoother and more uniform films with finer granular features. These results presented herein are useful to optimize the sputtering process to ac
... Show MoreExperiments research is done to determine how saturated stiff clayey soil responds to a single impulsive load. Models made of saturated, stiff clay were investigated. To supply the single pulse energy, various falling weights from various heights were tested using the falling weight deflectometer (FWD). Dynamic effects can range from the major failure of a sensitive sensor or system to the apparent destruction of structures. This study examines the response of saturated stiff clay soil to a single impulsive load (vertical displacement at the soil surface below and beside the bearing plates). Such reactions consist of displacements, velocities, and accelerations caused by the impact occurring at the surface depth induced by the impact loads
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... Show MoreThis study offers numerical simulation results using the ABAQUS/CAE version 2019 finite element computer application to examine the performance, and residual strength of eight recycle aggregate RC one-way slabs. Six strengthened by NSM CFRP plates were presented to study the impact of several parameters on their structural behavior. The experimental results of four selected slabs under monotonic load, plus one slab under repeated load, were validated numerically. Then the numerical analysis was extended to different parameters investigation, such as the impact of added CFRP length on ultimate load capacity and load-deflection response and the impact of concrete compressive strength value on the structural performance of
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