THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCES
In the idealization of structural frames, certain questions require special comments. The most important of these are; the effective span lengths, effective moment of inertia, and conditions of supports. In an elastic frame analysis, a structure is usually represented by a simple line diagram, which...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Pamukkale University
2006-01-01
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| Series: | Pamukkale University Journal of Engineering Sciences |
| Subjects: | |
| Online Access: | http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089204 |
| _version_ | 1797907830330621952 |
|---|---|
| author | Hasan ELÇİ Mehmet TERZİ |
| author_facet | Hasan ELÇİ Mehmet TERZİ |
| author_sort | Hasan ELÇİ |
| collection | DOAJ |
| description | In the idealization of structural frames, certain questions require special comments. The most important of these are; the effective span lengths, effective moment of inertia, and conditions of supports. In an elastic frame analysis, a structure is usually represented by a simple line diagram, which is based on the centerline distance between columns and between floor beams. Actually, the depths of beams and the widths of columns amount to sizable fractions of the respective lengths are considerably smaller than their centerline distance between joints. It is evident that the usual assumption in a frame analysis that the members are prismatic, with constant moment of inertia between centerlines, is not strictly correct. A beam intersection with a column may be prismatic up to the column face, but from that point to the column centerline, it has a greatly increased depth, with a moment of inertia that could be considered infinite compared with that of the remainder of the span. In addition, some eccentricities occur on the column axis due to variation of column dimensions and erroneous production. In this study, the effects of the selection of column longitudinal axes at planar frame system structures were investigated. |
| first_indexed | 2024-04-10T10:43:20Z |
| format | Article |
| id | doaj.art-862eea69bfbf4c9ab039f8852f62535e |
| institution | Directory Open Access Journal |
| issn | 1300-7009 2147-5881 |
| language | English |
| last_indexed | 2024-04-10T10:43:20Z |
| publishDate | 2006-01-01 |
| publisher | Pamukkale University |
| record_format | Article |
| series | Pamukkale University Journal of Engineering Sciences |
| spelling | doaj.art-862eea69bfbf4c9ab039f8852f62535e2023-02-15T16:20:27ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812006-01-0112165725000083272THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCESHasan ELÇİMehmet TERZİIn the idealization of structural frames, certain questions require special comments. The most important of these are; the effective span lengths, effective moment of inertia, and conditions of supports. In an elastic frame analysis, a structure is usually represented by a simple line diagram, which is based on the centerline distance between columns and between floor beams. Actually, the depths of beams and the widths of columns amount to sizable fractions of the respective lengths are considerably smaller than their centerline distance between joints. It is evident that the usual assumption in a frame analysis that the members are prismatic, with constant moment of inertia between centerlines, is not strictly correct. A beam intersection with a column may be prismatic up to the column face, but from that point to the column centerline, it has a greatly increased depth, with a moment of inertia that could be considered infinite compared with that of the remainder of the span. In addition, some eccentricities occur on the column axis due to variation of column dimensions and erroneous production. In this study, the effects of the selection of column longitudinal axes at planar frame system structures were investigated.http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089204Betonarme, Kolon ekseni, Rijit uçlar |
| spellingShingle | Hasan ELÇİ Mehmet TERZİ THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCES Pamukkale University Journal of Engineering Sciences Betonarme, Kolon ekseni, Rijit uçlar |
| title | THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCES |
| title_full | THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCES |
| title_fullStr | THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCES |
| title_full_unstemmed | THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCES |
| title_short | THE EFFECT OF THE SELECTION OF COLUMN AXES ON THE INTERNAL FORCES |
| title_sort | effect of the selection of column axes on the internal forces |
| topic | Betonarme, Kolon ekseni, Rijit uçlar |
| url | http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089204 |
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