Objective(s): To evaluate nurses' knowledge toward pain management of leukemic child in oncology wards
how were receiving chemotherapy.
Methodology: A descriptive study was conducted in two hospitals on (40) nurses, who provided care for the
children with leukemia in oncology wards (2) hospitals (Children Welfare Teaching Hospital and Child’s Central
Teaching Hospital) in Baghdad city from October 2010 up to the 27th of October 2011 for the purpose of
evaluating their knowledge towards pain management for leukemic child. A purposive "non-probability
sample" was selected that consisted of (40) nurse who are working in oncology wards. A questionnaire format
was used which consist of (2) parts, the first part includes demographic information of the sample and the
second part consists of structured Items concerning nurses' knowledge toward pain management for leukemic
child which includes (3) main sections and comprised of (89) Items. Reliability and validity of questionnaire was
estimated through a pilot study and a panel of expert. The data were analyzed by using descriptive statistical
measures which included frequencies, percentages, and standard deviation, as well as the use of inferential
statistical measures which include the chi- square test.
Results: The results revealed inadequate nurse's knowledge about pain management for leukemic child under
chemotherapy, two third (75 %) of the sample has poor knowledge toward pharmacological and non
pharmacological pain management methods.
Recommendations: Based on the results of research, the study recommends initiating training courses in pain
management and developing pain assessment tools for assessing child's pain and evaluating the level of pain
management procedures
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... Show MoreIn real conditions of structures, foundations like retaining walls, industrial machines and platforms in offshore areas are commonly subjected to eccentrically inclined loads. This type of loading significantly affects the overall stability of shallow foundations due to exposing the foundation into two components of loads (horizontal and vertical) and consequently reduces the bearing capacity.
Based on a numerical analysis performed using finite element software (Plaxis 3D Foundation), the behavior of model strip foundation rested on dry sand under the effect of eccentric inclined loads with different embedment ratios (D/B) ranging from (0-1) has been explored. The results display that, the bearing capacity of st
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