| dc.contributor.author | Oztorun, Namık Kemal | |
| dc.contributor.author | UTKU, Mükerrem | |
| dc.date.accessioned | 2021-03-04T07:41:53Z | |
| dc.date.available | 2021-03-04T07:41:53Z | |
| dc.identifier.citation | Oztorun N. K. , UTKU M., "Computer analysis of prestressed concrete cylindrical tanks", 5th International Conference on Computational Structures Technology/2nd International Conference on Engineering Computational Technology, Leuven, Belçika, 6 - 08 Eylül 2000, ss.257-264 | |
| dc.identifier.other | vv_1032021 | |
| dc.identifier.other | av_5f6c01d6-6054-41b1-9a98-e2fb7e95230c | |
| dc.identifier.uri | http://hdl.handle.net/20.500.12627/66667 | |
| dc.description.abstract | A computer method based on the classical shell and plate theories is presented for the elastic analysis of cylindrical water tanks subjected to axisymmetrical loading and post-tensioning loads. Spherical dome or circular plate roof, cylindrical container, top and bottom ring beams together with circular plate foundation are considered as possible components of a water tank in the flexibility formulation. Classical shell, plate, and ring beam theories are used to obtain flexibility coefficients. A computer program is developed based on this formulation and successfully used in the design of prestressed concrete water tanks with diameters of eighty-meter built in Saudi Arabia. | |
| dc.language.iso | eng | |
| dc.subject | Mühendislik | |
| dc.subject | Mühendislik, Bilişim ve Teknoloji (ENG) | |
| dc.subject | İnşaat Mühendisliği | |
| dc.subject | Mühendislik ve Teknoloji | |
| dc.subject | MÜHENDİSLİK, SİVİL | |
| dc.title | Computer analysis of prestressed concrete cylindrical tanks | |
| dc.type | Bildiri | |
| dc.contributor.department | İstanbul Üniversitesi , , | |
| dc.contributor.firstauthorID | 12844 | |
