This research examines the evolution of Turkey's foreign policy in dealing with international crises, especially after 2011, when Turkey shifted from a "zero problems" approach to a more active and interventionist foreign policy in regional issues, such as the Syrian crisis and the Eastern Mediterranean crises. The importance of this study lies in its focus on the experience of a regional power in a turbulent environment, reviewing Turkey's success or failure in managing these crises through various tools. This study focuses on outlining the theoretical framework of the concept of international crisis management, analyzing Turkey's tools for dealing with crises, studying the practical models of Turkey's role in regional crises, and assessing the effectiveness of this role in light of international changes. The study is based on the hypothesis that Turkey relied on a mix of soft power (diplomacy, media, aid) and hard power (military) in crisis management. Turkey's intervention was sometimes effective, and at other times hasty and uncalculated. Turkish political ambition clashed with internal and international challenges that impacted its performance. The methodology includes descriptive research, case study, and historical analysis, as these approaches suit the nature of this study. The researcher reached a set of conclusions, including that Turkish policy was driven by expansionist ambitions that did not always align with the international reality. Turkish interventions in crises brought strategic and security dimensions, but sometimes led to its political isolation. Turkey shifted from a policy of "zero problems" to "managing problems through influence." Despite the diversity and intensification of Turkey's efforts, its impact on reaching a final settlement remained limited due to conflicting interests with other countries, in addition to the complexity of the internal Syrian environment and the presence of multiple conflict parties.
This study aimed at evaluating the torsional capacity of reinforced concrete (RC) beams externally wrapped with fiber reinforced polymer (FRP) materials. An analytical model was described and used as a new computational procedure based on the softened truss model (STM) to predict the torsional behavior of RC beams strengthened with FRP. The proposed analytical model was validated with the existing experimental data for rectangular sections strengthened with FRP materials and considering torque-twist relationship and crack pattern at failure. The confined concrete behavior, in the case of FRP wrapping, was considered in the constitutive laws of concrete in the model. Then, an efficient algorithm was developed in MATLAB environment t
... Show MoreAlloys from AgSb(SxSe1-x)2 with different compositions were prepared using quenching from the melt . This was done by put the appropriate amount of Ag, Sb,S and Se in an evaluated quartz ampoule , sealed and left at oven in temperature 1273 for 5 hours. Thin films with different composition were deposited by pulsed deposition technique PLD onto glass substrates at ambient temperature . This paper concerned on the investigate effect of composition on structural morphology, and electrical properties. The structure and morphology of the prepoared thin films were checked using X–ray diffraction and atomic force microscope. The D.C conductivity of the AgSb(SxSe1-x)2thin films with various x content was measured
... Show MoreExperimental programs based test results has been used as a means to find out the response of individual elements of structure. In the present study involves investigated behavior of five reinforced concrete deep beams of dimension (length 1200 x height 300 x width150mm) under two points concentrated load with shear span to depth ratio of (1.52), four of these beams with hallow core and
retrofit with carbon fiber reinforced polymer CFRP (with single or double or sides Strips). Two shapes of hallow are investigated (circle and square section) to evaluated the response of beams in case experimental behavior. Test on simply supported beam was performed in the laboratory & loaddeflection, strain of concrete data and crack pattern of
This study presents a detailed morphology and taxonomic study of Polysiphonia subtilissima collected from Abdul Rehman Goth, Karachi coast, Pakistan. Polysiphonia is a filamentous heterotrichous red algae, characterized by its branching structures and attachment mechanisms. P. subtilissima is notable for its broad salinity tolerance and wide distribution across marine and freshwater ecosystems. This research provides an in-depth examination of the internal and external structures of P. subtilissima, contributing to its systematic study and documenting its first recorded occurrence in Pakistani coastal areas, bordering the northern Arabian Sea. The findings enhance the understanding of the species taxonomy and its ecological role in
... Show MoreBACKGROUND: The humeral shaft fractures have a good rate of union, despite this fact, still there is a significant rate of nonunion after nonoperative treatment and more often after operative treatment. AIM: The aim of the study is to evaluate the autogenous onlay graft with compression plate for treatment of persistent humeral shaft non-union with failed previous surgery both radiological and functional outcome. MATERIALS AND METHODS: A prospective study on twenty patients having persistent aseptic non-union age between 20 and 60 years old, after failed surgical treatment of fractures humeral shaft in Al-Zahra teaching and Al-Kindy teaching hospitals, while infected nonunion, diabetes mellitus, secondary metastasis, smoking, a
... Show MoreKE Sharquie, HR Al-Hamamy, AA Noaimi, KA Ali, Journal of Cosmetics, Dermatological Sciences and Applications, 2015 - Cited by 3