| dc.contributor.author | İrtem, Erdal | |
| dc.contributor.author | Türker, Kaan | |
| dc.contributor.author | Ünlüoğlu, Eşref | |
| dc.date.accessioned | 2019-10-17T07:48:40Z | |
| dc.date.available | 2019-10-17T07:48:40Z | |
| dc.date.issued | 1999 | en_US |
| dc.identifier.isbn | 89-950042-5-8 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.12462/7716 | |
| dc.description | İrtem, Erdal (Balikesir Author) | en_US |
| dc.description.abstract | Stability controls of I-beam(s) which have varied heights have to be conducted in order to have a design that possesses adequate rigidity, safety and cost effectiveness. In this study, buckling load parameter (P-B) of a beam with I cross-section with varying height, used as a roof beam in application, is calculated under service loads. The effects of the widths of the top and bottom flanges to the value of P-B of the I-beam are examined separately. Additionally, the effect of stiffener elements which are formed by increasing the thickness of the web of the beam at certain sections, to the P-B value is investigated. Obtained results gained through analyzing different I-beam spans are statistically commented via graphical representation. | en_US |
| dc.language.iso | eng | en_US |
| dc.publisher | Techno-Press | en_US |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.subject | Computer Science | en_US |
| dc.subject | Engineering | en_US |
| dc.subject | Mechanics | en_US |
| dc.title | Factors affecting lateral buckling of precast concrete I-beams | en_US |
| dc.type | other | en_US |
| dc.relation.journal | Structural Engineering and Mechanics, Vols 1 and 2 | en_US |
| dc.contributor.department | Mühendislik - Mimarlık Fakültesi | en_US |
| dc.identifier.startpage | 451 | en_US |
| dc.identifier.endpage | 456 | en_US |
| dc.relation.publicationcategory | Diğer | en_US |
