PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİ
Turkey Earthquake Building Codes (TEBC) by shear walls, earthquake edge parallel to the direction vertical structural elements which are at least six times in the other direction of the edge. In earthquakes, The amount of horizontal displacement is very effective in the earthquake resistance of buil...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Eskişehir Osmangazi University
2021-12-01
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| Series: | Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi |
| Subjects: | |
| Online Access: | https://dergipark.org.tr/en/download/article-file/1579680 |
| _version_ | 1797920592739958784 |
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| author | Ayten GÜNAYDIN Hande GÖKDEMİR |
| author_facet | Ayten GÜNAYDIN Hande GÖKDEMİR |
| author_sort | Ayten GÜNAYDIN |
| collection | DOAJ |
| description | Turkey Earthquake Building Codes (TEBC) by shear walls, earthquake edge parallel to the direction vertical structural elements which are at least six times in the other direction of the edge. In earthquakes, The amount of horizontal displacement is very effective in the earthquake resistance of buildings. One of the reasons why the earthquake resistance of multi-storey buildings is low is that the top floor displacements are large. The stiffness of the shear walls in the direction of the earthquake is considerably greater than the columns, thus preventing the structure from being damaged during the earthquake. Shear wall construction has become mandatory by regulations in the construction of multi-storey buildings, in the reinforcement of low-strength structures, and in structures with live and excessive loads such as parking lots. The amount, direction, number and arrangement of these shear walls are as important as shear wall construction in a building. The features of the shear walls include different criteria according to the regulations of the countries. Earthquake codes that came into force at different times in our country also contain different features. In this study, the criterion for change in the dimensions of the shear walls are given according to the earthquake regulations (1975, 2007 and 2018). The numerical example made according to TBDY-2018, the effect on earthquake resistant structure design, the amount of shear wall, the contribution of the shear to the earthquake loads, the displacement of the structure and the ductility of the structure were examined. |
| first_indexed | 2024-04-10T14:03:38Z |
| format | Article |
| id | doaj.art-a970947d1687462f812d99874b4b97cc |
| institution | Directory Open Access Journal |
| issn | 2630-5712 |
| language | English |
| last_indexed | 2024-04-10T14:03:38Z |
| publishDate | 2021-12-01 |
| publisher | Eskişehir Osmangazi University |
| record_format | Article |
| series | Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi |
| spelling | doaj.art-a970947d1687462f812d99874b4b97cc2023-02-15T16:10:10ZengEskişehir Osmangazi UniversityEskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi2630-57122021-12-01293381395https://doi.org/10.31796/ogummf.880934PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİAyten GÜNAYDIN0https://orcid.org/0000-0002-8191-9080Hande GÖKDEMİR1https://orcid.org/0000-0003-0478-8133Eskişehir Osmangazi Üniversitesi, Mühendislik Mimarlık Fakültesi, İnşaat Mühendisliği Bölümü, EskişehirEskişehir Osmangazi Üniversitesi, Mühendislik Mimarlık Fakültesi, İnşaat Mühendisliği Bölümü, EskişehirTurkey Earthquake Building Codes (TEBC) by shear walls, earthquake edge parallel to the direction vertical structural elements which are at least six times in the other direction of the edge. In earthquakes, The amount of horizontal displacement is very effective in the earthquake resistance of buildings. One of the reasons why the earthquake resistance of multi-storey buildings is low is that the top floor displacements are large. The stiffness of the shear walls in the direction of the earthquake is considerably greater than the columns, thus preventing the structure from being damaged during the earthquake. Shear wall construction has become mandatory by regulations in the construction of multi-storey buildings, in the reinforcement of low-strength structures, and in structures with live and excessive loads such as parking lots. The amount, direction, number and arrangement of these shear walls are as important as shear wall construction in a building. The features of the shear walls include different criteria according to the regulations of the countries. Earthquake codes that came into force at different times in our country also contain different features. In this study, the criterion for change in the dimensions of the shear walls are given according to the earthquake regulations (1975, 2007 and 2018). The numerical example made according to TBDY-2018, the effect on earthquake resistant structure design, the amount of shear wall, the contribution of the shear to the earthquake loads, the displacement of the structure and the ductility of the structure were examined.https://dergipark.org.tr/en/download/article-file/1579680shear wallshear rigidityearthquake loadductilitiybending moment |
| spellingShingle | Ayten GÜNAYDIN Hande GÖKDEMİR PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİ Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi shear wall shear rigidity earthquake load ductilitiy bending moment |
| title | PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİ |
| title_full | PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİ |
| title_fullStr | PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİ |
| title_full_unstemmed | PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİ |
| title_short | PERDELERİN DEPREME DAYANIKLI YAPI TASARIMINDAKİ ETKİSİ |
| title_sort | perdelerin depreme dayanikli yapi tasarimindaki etkisi |
| topic | shear wall shear rigidity earthquake load ductilitiy bending moment |
| url | https://dergipark.org.tr/en/download/article-file/1579680 |
| work_keys_str_mv | AT aytengunaydin perdelerindepremedayanikliyapitasarimindakietkisi AT handegokdemir perdelerindepremedayanikliyapitasarimindakietkisi |