Objective: To find out the prevalence of anxiety and depression among Iraqi repatriated prisoners of Iran-Iraq war
(IRPOWs), and the relationship with some variables.
Methodology: A descriptive study was carried out from Oct. 18th, 2009 through Jan. 10th, 2010. A Snowball
sampling as a non-probability sampling technique was used to recruit 92 repatriates who had visited Ministry of
Human Rights. An instrument was constructed for this purpose. The constructed instrument consisted of six
demographic characteristics, and fourteen items to measure the level of anxiety and depression in prisoners of
war (POWs). Data were collected with using the constructed instrument and the process of the interview as means
for data collection. Data were analyzed through the application of descriptive statistical analysis, which are;
percentages, frequencies and inferential statistic analysis (Pearson correlation coefficient).
Results: The study revealed that the majority of IRPOWs have some levels of; anxiety (62.0%) with the levels of:
mild (28.3%), moderate (25.0%), and severe (8.7%); and depression (63.0%) with the levels of: mild (27.2%),
moderate (29.3%), and severe (6.5%). The findings also indicated that there is no significant relationship between
anxiety and depression relative to; current age, age at capture, duration of captivity, marital status, and level of
education.
Recommendations: The study recommends that it is very important to establish special mental health services
centres within the primary health care centres deal with those repatriates for counselling and in order to diagnose
and treat them and further studies in this field with follow-up studies for the POWs
The dynamic behavior of laced reinforced concrete (LRC) T‐beams could give high‐energy absorption capabilities without significantly affecting the cost, which was offered through a combination of high strength and ductile response. In this paper, LRC T‐beams, composed of inclined continuous reinforcement on each side of the beam, were investigated to maintain high deformations as predicted in blast resistance. The beams were tested under four‐point loading to create pure bending zones and obtain the ultimate flexural capacities. Transverse reinforcement using lacing reinforcement and conventional vertical stirrups were compared in terms of deformation, strain, and toughness changes of the tes
Although the axial aptitude and pile load transfer under static loading have been extensively documented, the dynamic axial reaction, on the other hand, requires further investigation. During a seismic event, the pile load applied may increase, while the soil load carrying capacity may decrease due to the shaking, resulting in additional settlement. The researchers concentrated their efforts on determining the cause of extensive damage to the piles after the seismic event. Such failures were linked to discontinuities in the subsoil due to abrupt differences in soil stiffness, and so actions were called kinematic impact of the earthquake on piles depending on the outcomes of laboratory