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DC Field | Value | Language |
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dc.contributor.advisor | KHELASSI Amar | - |
dc.contributor.author | GUERRIR, Kanza | - |
dc.contributor.author | BERREKBIA, Salima | - |
dc.date.accessioned | 2021 | - |
dc.date.available | 2021 | - |
dc.date.issued | 2021 | - |
dc.identifier.uri | http://dspace.univ-ouargla.dz/jspui/handle/123456789/27547 | - |
dc.description | STRUCTURES | en_US |
dc.description.abstract | D’après les expertises effectuées in site, après des tremblements de terre, il est constaté que les conséquences d'endommagement de constructions sont liées à plusieurs facteurs qui peuvent être considérés comme des causes de dégâts. L'objectif de ce travail a été résumé dans une étude numérique comparative d'une structure typique constituée d’un portique en béton armé. Les étapes de l'étude sont réalisées en examinant des conditions spécifiques, mentionnées dans le règlement RPA99_v2003, et on utilise le logiciel SAP2000_V16, pour différentes zones sismiques, et déduire des coefficients de transmission. | en_US |
dc.description.abstract | وفقًا للخبرات التي أجريت في الموقع ، بعد الزلازل ، فقد لوحظ أن عواقب الأضرار التي لحقت بالمباني مرتبطة بعدة عوامل يمكن اعتبارها أسبابًا للضرر. وقد تم تلخيص الهدف من هذا العمل في دراسة رقمية مقارنة لهيكل نموذجي يتكون من جسور خرسانية مسلحة يتم تنفيذ مراحل الدراسة من خلال فحص ظروف محددة ، مذكورة في اللائحة RPA99_v2003 ، وبإستخدام برنامجSAP2000 _V16في مناطق زلزالية مختلفة واستنتاج مجموعة من المعاملاتالانتقال | - |
dc.description.abstract | According to the surveys carried out in situ, after earthquakes, it has been observed that the reasons of damage to buildings are linked to several factors which can be considered as causes of damage. The objective of this work has been summarized. In a comparative numerical study of a typical structure made up of reinforced concrete gantries .The stages of the study are carried out by examining specific conditions, mentioned in the regulation RPA99_v2003, and using a program SAP2000_V16 ,in different seismic zones and deducing a set of coefficients.Abstract According to the surveys carried out in situ, after earthquakes, it has been observed that the reasons of damage to buildings are linked to several factors which can be considered as causes of damage. The objective of this work has been summarized. In a comparative numerical study of a typical structure made up of reinforced concrete gantries .The stages of the study are carried out by examining specific conditions, mentioned in the regulation RPA99_v2003, and using a program SAP2000_V16 ,in different seismic zones and deducing a set of coefficients | - |
dc.language.iso | fr | en_US |
dc.subject | برنامج ساب2000 | en_US |
dc.subject | ’قانون الزلازل الجزائري | en_US |
dc.subject | معامل الإنتقال | en_US |
dc.subject | نظام عمود رافدة’ | en_US |
dc.subject | RPA | en_US |
dc.subject | Système portique | en_US |
dc.subject | logiciel SAP2000 | en_US |
dc.subject | coefficient de transmission | en_US |
dc.title | Etude paramétrique d’une structure typique en béton armé dans différentes zones sismiques | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | Département de Hydraulique et Génie Civil - Master |
Files in This Item:
File | Description | Size | Format | |
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GUERRIR_BERREKBIA.pdf | 710,22 kB | Adobe PDF | View/Open |
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