Due to various architectural and structural requirements, irregularities in the structures are inevitable. In order to determine the behavior of the structure under the effect of the earthquake and to find the relevant cross-sectional effects, the regular or irregularity of the structure of the structure of the structure is significantly effective. Irregularities present in the design cause further strain of the carrier elements. With the increase in the number of floors in earthquake risk regions, curtains are needed in order to ensure sufficient rigidity and strength in the frame systems and to limit the floor displacements. When the shear walls are used together with the frame system in a conveyor system, their stiffness is larger than the columns and they meet a significant part of their horizontal loads such as earthquake and wind. In this study, the effect of shear walls placement on structural behavior in reinforced concrete buildings with H-type irregularity was investigated. For this purpose, 7 models, each of which are 4,8,12 stories and one of which are reference models, have been examined on the irregularity and behavior of the structure in different shear walls settlements. The results obtained by using the İDECAD V7 program and DBYBHY-2007 principles ware analyzed by using 2018 TBDY for 4 storey models from the results found using Sap2000 program and the results were compared. The buildings were evaluated among themselves according to the reference model withhout plan disorder.
The aim of this study is to examine the relationship between academician perception levels and certain socio-demographic variables about artificial barriers that prevent women from coming to senior management positions. Sixty six female (X̅age=35.74±8.27) and 64 male (X̅age=34.45±6.59); a total of 130 (X̅age=35.11±7.49) academicians working with different academic titles and assignments in selected universities from all geographical regions of Turkey voluntarily participated in the study. Participants were given a personal information form along with the Glass Ceiling Barriers Scale which was developed and validated by Yavuzer and Özkan (2020). After exploring a normally distributed data, t-tests and one-way analyzes of variance were conducted to examine the independent variables related to the participants with the perception levels of the artificial barriers that women face in reaching senior management positions. As a result of the research, statistically significant differences in the perception levels of the artificial barriers that women face in reaching senior management positions were found between groups according to gender and ages of the participants. Keywords: Glass Ceiling, Senior Management, Academicians
Damage to structures may occur due to irregularities and other effects on reinforced concrete structures. Due to the earthquake zone, the buildings to be designed in our country should be designed according to the earthquake loads. In this study, the effects of the location and directions of the shear walls on the earthquake loads in the case of discontinuity in reinforced concrete buildings were examined. In this study, the effect of curtain placement on structural behavior in reinforced concrete buildings with U type plan irregularity was investigated.In order to determine the behavior of the structure under the effect of the earthquake and to find the relevant cross-sectional effects, the regular or irregularity of the structure of the structure of the structure is significantly effective. Irregularities present in the design cause further strain of the carrier elements. With the increase in the number of floors in earthquake risk regions, curtains are needed in order to ensure sufficient rigidity and strength in the frame systems and to limit the floor displacements. When the shear walls are used together with the frame system in a conveyor system, their stiffness is larger than the columns and they meet a significant part of their horizontal loads such as earthquake and wind.In this study, the effect of shear walls placement on structural behavior in reinforced concrete buildings with U-type irregularity was investigated. For this purpose, 7 models, each of which are 5,10,15 stories and one of which are reference models, have been examined on the irregularity and behavior of the structure in different shear walls settlements. The results obtained by using the İDECAD V7 program were compared with the results analyzes were made using the principles of TBDY 2018 and the results were reached.
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