dc.contributor.advisor |
سيد احمد, محمد |
|
dc.contributor.author |
سواد, احمد |
|
dc.contributor.author |
الدشت, حسين |
|
dc.contributor.author |
ابو عصبة, مدحت |
|
dc.contributor.author |
عوض, محمد |
|
dc.contributor.author |
عودة, محمد |
|
dc.date.accessioned |
2018-10-03T10:22:45Z |
|
dc.date.accessioned |
2022-05-19T11:14:34Z |
|
dc.date.available |
2018-10-03T10:22:45Z |
|
dc.date.available |
2022-05-19T11:14:34Z |
|
dc.date.issued |
2017-01-01 |
|
dc.identifier.uri |
http://localhost:8080/xmlui/handle/123456789/6229 |
|
dc.description |
CD, no of pages 100, مباني26/2017, in the store |
|
dc.description.abstract |
Abstract
The project is a school building to be designed and analyzed using 2D & 3D systems. Our goal is to have a comparison between the 2D & 3D systems results for the different structural members; slabs, beams, columns, foundations and walls.
This case of project is a school building that composed of 3 floors and has an approximate area of 1590 m 2 per floor.
It is worth mentioning that the Jordanian Code of Loads will be used for dead, snow, wind and live loads. UBC-97 and/or IBC codes will be used for seismic loads. ACI 318_14 will be used for the structural design.
It should be noted that some computer programs such as: Autocad2007, Office2013, ETABS2016 and others will be used during the process of working out the project.
We hope after the completion of the project to be able to provide structural design for all structural elements of the building is complete, and reach to results and recommendations regarding the comparison between the two adopted systems (i.e. 2D &3D). |
en_US |
dc.language |
عربي |
|
dc.publisher |
Palestine Polytechnic University - كلية الهندسة - مباني |
en_US |
dc.subject |
المقارنة بين نظامي ثنائي الابعاد, وثلاثي الابعاد ,في التحليل والتصميم ,الثنائي لمبنى مدرسة |
en_US |
dc.title |
المقارنة بين نظامي ثنائي الابعاد وثلاثي الابعاد في التحليل والتصميم الثنائي لمبنى مدرسة |
en_US |
dc.type |
Other |
en_US |