Western Influence on South Korean Media

SELCUK COLAKOGLU,AYKUT HAMIT TURAN,BENGU EMINE COLAKOGLU 한국언론학회 2007 Asian Communication Research Vol.4 No.2

The dominant influence of Western media on non Western countries are widely acknowledged and researched by communication as well as political science scholars. In this research, we analyzed three possible impacts namely, the positive, negative and natural impacts of Western originated news published in Korean media about Turkey with a political point of view. In this research, we used content analysis technique to classify newspaper articles according to mentioned impact types. Our findings indicated that Western media has profound effects on Korean news media and extensively exerts cultural imperialism. Moreover, we found that Western originated news, published in Korean media, communicate less positive message about Turkey. We further argued that Korean originated news about Turkey carries more positive messages about Turkey and Turkish people. Hence, we suggest that Turkey and Korea would be cautious about Western-originated news and seek as much as possible direct information sources.

Web strain based prediction of web distortion influence on the elastic LTB limiting length

Selcuk Bas 국제구조공학회 2022 Steel and Composite Structures, An International J Vol.43 No.2

Buckling is one of the most critical phoneme in the design of steel structures. Lateral torsional buckling (LTB) is particularly significant for slender beams generally subjected to loading in plane. The web distortion effects on LTB are not addressed explicitly in standards for flexural design of steel I-section members. Hence, the present study is focused to predict the influence of the web distortion on the elastic (Lr) limiting lengths given in American Institute of Steel Construction (AISC) code for the lateral torsional buckling (LTB) behavior of steel beams due to no provision in the code for consideration of web distortion. For this aim, the W44x335 beam is adopted in the buckling analysis carried out by the ABAQUS finite element (FE) program since it is one of the most critical sections in terms of lateral torsional buckling (LTB). The strain results at mid-height of the web at mid-span of the beam are taken into account as the monitoring parameters. The web strain results are found to be relatively greater than the yield strain value when L/Lr is equal to 1.0. In other words, the ratio of L/Lr is estimated from the numerical analysis to be about 1.5 when the beam reaches its first yielding at mid-span of the beam at mid-height of the section. Due to the effect of web distortion, the elastic limiting length (Lr) from the numerical analysis is obtained to be considered as greater than the calculated length from the code formulation. It is suggested that the formulations of the limiting length proposed in the code can be corrected considering the influence of the web distortion. This correction can be a modification factor or a shape factor that reduces sectional slenderness for the LTB formulation in the code.

Multi-point earthquake response of the Bosphorus Bridge to site-specific ground motions

Selcuk Bas,Nurdan Memisoglu Apaydin,Ebru Harmandar,Necati Catbas 국제구조공학회 2018 Steel and Composite Structures, An International J Vol.26 No.2

The study presents the earthquake performance of the Bosphorus Bridge under multi-point earthquake excitation considering the spatially varying site-specific earthquake motions. The elaborate FE model of the bridge is firstly established depending on the new considerations of the used FEM software specifications, such as cable-sag effect, rigid link and gap elements. The modal analysis showed that singular modes of the deck and the tower were relatively effective in the dynamic behavior of the bridge due to higher total mass participation mass ratio of 80%. The parameters and requirements to be considered in simulation process are determined to generate the spatially varying site-specific ground motions. Total number of twelve simulated ground motions are defined for the multi-support earthquake analysis (<i>Mp-sup</i>). In order to easily implement multi-point earthquake excitation to the bridge, the practice-o rientedprocedure is summarized. The results demonstrated that the <i>Mp-sup</i> led to high increase in sectional forces of the critical components of the bridge, especially tower base section and tensile force of the main and back stay cables. A close relationship between the dynamic response and the behavior of the bridge under the <i>Mp-sup</i> was also obtained. Consequently, the outcomes from this study underscored the importance of the utilization of the multi-point earthquake analysis and the necessity of considering specifically generated earthquake motions for suspension bridges. The study presents the earthquake performance of the Bosphorus Bridge under multi-point earthquake excitation considering the spatially varying site-specific earthquake motions. The elaborate FE model of the bridge is firstly established depending on the new considerations of the used FEM software specifications, such as cable-sag effect, rigid link and gap elements. The modal analysis showed that singular modes of the deck and the tower were relatively effective in the dynamic behavior of the bridge due to higher total mass participation mass ratio of 80%. The parameters and requirements to be considered in simulation process are determined to generate the spatially varying site-specific ground motions. Total number of twelve simulated ground motions are defined for the multi-support earthquake analysis (<i>Mp-sup</i>). In order to easily implement multi-point earthquake excitation to the bridge, the practice-oriented procedure is summarized. The results demonstrated that the <i>Mp-sup</i> led to high increase in sectional forces of the critical components of the bridge, especially tower base section and tensile force of the main and back stay cables. A close relationship between the dynamic response and the behavior of the bridge under the <i>Mp-sup</i> was also obtained. Consequently, the outcomes from this study underscored the importance of the utilization of the multi-point earthquake analysis and the necessity of considering specifically generated earthquake motions for suspension bridges.

Lateral torsional buckling of steel I-beams: Effect of initial geometric imperfection

Selcuk Bas 국제구조공학회 2019 Steel and Composite Structures, An International J Vol.30 No.5

In the current study, the influence of the initial lateral (sweep) shape and the cross-sectional twist imperfection on the lateral torsional buckling (LTB) response of doubly-symmetric steel I-beams was investigated. The material imperfection (residual stress) was not considered. For this objective, standard European IPN 300 beam with different unbraced span was numerically analyzed for three imperfection cases: (i) no sweep and no twist (perfect); (ii) three different shapes of global sweep (half-sine, full-sine and full-parabola between the end supports); and (iii) the combination of three different sweeps with initial sinusoidal twist along the beam. The first comparison was done between the results of numerical analyses (FEM) and both a theoretical solution and the code lateral torsional buckling formulations (EC3 and AISC-LRFD). These results with no imperfection effects were then separately compared with three different shapes of global sweep and the presence of initial twist in these sweep shapes. Besides, the effects of the shapes of initial global sweep and the inclusion of sinusoidal twist on the critical buckling load of the beams were investigated to unveil which parameter was considerably effective on LTB response. The most compatible outcomes for the perfect beams was obtained from the AISC-LRFD formulation; however, the EC-3 formulation estimated the Pcr load conservatively. The high difference from the EC-3 formulation was predicted to directly originate from the initial imperfection reduction factor and high safety factor in its formulation. Due to no consideration of geometric imperfection in the AISC-LFRD code solution and the theoretical formulation, the need to develop a practical imperfection reduction factor for AISC-LRFD and theoretical formulation was underlined. Initial imperfections were obtained to be more influential on the buckling load, as the unbraced length of a beam approached to the elastic limit unbraced length (Lr). Mode-compatible initial imperfection shapes should be taken into account in the design and analysis stages of the I-beam to properly estimate the geometric imperfection influence on the Pcr load. Sweep and sweep–twist imperfections led to 10% and 15% decrease in the Pcr load, respectively, thus; well-estimated sweep and twist imperfections should considered in the LTB of doubly-symmetric steel I-beams.

The effects of vertical earthquake motion on an R/C structure

Selcuk Bas,Ilker Kalkan 국제구조공학회 2016 Structural Engineering and Mechanics, An Int'l Jou Vol.59 No.4

The present study investigated the earthquake behavior of R/C structures considering the vertical earthquake motion with the help of a comparative study. For this aim, the linear time-history analyses of a high-rise R/C structure designed according to TSC-2007 requirements were conducted including and excluding the vertical earthquake motion. Earthquake records used in the analyses were selected based on the ratio of vertical peak acceleration to horizontal peak acceleration (V/H). The frequency-domain analyses of the earthquake records were also performed to compare the dominant frequency of the records with that of the structure. Based on the results obtained from the time-history analyses under the earthquake loading with (H+V) and without the vertical earthquake motion (H), the value of the overturning moment and the top-story vertical displacement were found to relatively increase when considering the vertical earthquake motion. The base shear force was also affected by this motion; however, its increase was lower compared to the overturning moment and the top-story vertical displacement. The other two parameters, the top-story lateral displacement and the top-story rotation angle, barely changed under H and H+V loading cases. Modal damping ratios and their variations in horizontal and vertical directions were also estimated using response acceleration records. No significant change in the horizontal damping ratio was observed whereas the vertical modal damping ratio noticeably increased under H+V loading. The results obtained from this study indicate that the desired structural earthquake performance cannot be provided under H+V loading due to the excessive increase in the overturning moment, and that the vertical damping ratio should be estimated considering the vertical earthquake motion.

The Role of MIKTA in Global Governance: Assessments & Shortcomings

Selcuk Colakoglu 한국학술연구원 2016 Korea Observer Vol.47 No.2

The importance of middle powers in global governance first began to take off in the 1990’s. Before this period the global economy could be conceived of as consisting of two spheres: the rich north, represented by the G7, and the poor south. The establishment of the G20 as a broader body incorporating middle powers can be seen as a concrete display of the change in the global economy’s center. Concurrently, the constellation known as BRICS (Brazil, Russia, India, China, and South Africa) grew in prominence on the world stage. In this sense, the middle powers which have been excluded from the G7 and BRICS have now become a second-tier group within the G20. Such circumstances have forced these middle powers to act in unison with the G20, the UN, and other international organizations and forums. In September of 2013, five of the G20’s middle powers declared their participation in a new formation termed MIKTA, an acronym of its member states, namely Mexico, Indonesia, the Republic of South Korea, Turkey, and Australia. Largely considered to be an informal and low-profile forum, MIKTA primarily aims to serve and protect the interests of its five members in the global arena. This article examines the role of MIKTA in global governance as well as its future prospects and overall sustainability.

Seismic performance of R/C structures under vertical ground motion

Selcuk Bas,이종한,Mukadder Sevinc,Ilker Kalkan 사단법인 한국계산역학회 2017 Computers and Concrete, An International Journal Vol.20 No.4

The effects of the vertical component of a ground motion on the earthquake performances of semi-ductile high-rise R/C structures were investigated in the present study. Linear and non-linear time-history analyses were conducted on an existing in-service R/C building for the loading scenarios including and excluding the vertical component of the ground motion. The ratio of the vertical peak acceleration to the horizontal peak acceleration (V/H) of the ground motion was adopted as the main parameter of the study. Three different near-source earthquake records with varying V/H ratio were used in the analyses. The linear time-history analyses indicated that the incorporation of the vertical component of a ground motion into analyses greatly influences the vertical deflections of a structure and the overturning moments at its base. The lateral deflections, the angles of rotation and the base shear forces were influenced to a lesser extent. Considering the key indicators of vertical deflection and overturning moments determined from the linear time-history analysis, the non-linear analyses revealed that the changes in the forces and deformations of the structure with the inclusion of the vertical ground motion are resisted by the shear-walls. The performances and damage states of the beams were not affected by the vertical ground motion. The vertical ground motion component of earthquakes is markedly concluded to be considered for design and damage estimation of the vertical load-bearing elements of the shear-walls and columns.

FINITE GROUPS WHOSE INTERSECTION GRAPHS ARE PLANAR

Selcuk Kayacan,Ergun Yaraneri 대한수학회 2015 대한수학회지 Vol.52 No.1

The intersection graph of a group G is an undirected graph without loops and multiple edges defined as follows: the vertex set is the set of all proper non-trivial subgroups of G, and there is an edge between two distinct vertices H and K if and only if H∩K ≠ 1 where 1 denotes the trivial subgroup of G. In this paper we characterize all finite groups whose intersection graphs are planar. Our methods are elementary. Among the graphs similar to the intersection graphs, we may count the subgroup lattice and the subgroup graph of a group, each of whose planarity was already considered before in [2, 10, 11, 12].

The evolution of the regional anesthesia: a holistic investigation of global outputs with bibliometric analysis between 1980-2019

( Selcuk Kayir ),( Alperen Kisa ) 대한통증학회 2021 The Korean Journal of Pain Vol.34 No.1

Background: This study used bibliometric analysis of articles published about the topic of regional anesthesia from 1980-2019 with the aim of determining which countries, organizations, and authors were effective, engaged in international cooperation, and had the most cited articles and journals. Methods: All articles published from 1980-2019 included in the Web of Science database and found using the keywords regional anesthesia/anaesthesia, spinal anesthesia/anaesthesia, epidural anesthesia/anaesthesia, neuraxial anesthesia/ anaesthesia, combined spinal-epidural, and peripheral nerve block in the title section had bibliometric analysis performed. Correlations between the number of publications from a country with gross domestic product (GDP), gross domestic product (at purchasing power parity) per capita (GDP PPP), and human development index (HDI) values were investigated with the Spearman correlation coefficient. The number of articles that will be published in the future was estimated with linear regression analysis. Results: Literature screening found 11,156 publications. Of these publications, 6,452 were articles. The top 4 countries producing articles were United States of America (n = 1,583), Germany (585), United Kingdom (510), and Turkey (386). There was a significant positive correlation found between the GDP, GDP PPP, and HDI markers for global countries with publication productivity (r = 0.644, P < 0.001; r = 0.623, P < 0.001, r = 0.542, P < 0.001). The most productive organizations were Harvard University and the University of Toronto. Conclusions: This comprehensive study presenting a holistic summary and evaluation of 6,452 articles about this topic may direct anesthesiologists, doctors, academics, and students interested in this topic.

An Improvement in the Prediction of Source Terms in Discrete Transfer Method

Nevin Selcuk,Nuray Kayakol 대한기계학회 1998 Heat transter conference Vol.7 No.1