Session
Civil Engineering, Infrastructure and Environment
Description
In this paper of works will be try to present the fundamental computation referring to the imperfection impacts phenomena of non-precise erection effects of the structural members as are vertical columns. Depends from the structural type, the structure should have a vertical structural members with the enough vertical and shear capacity provoked from horizontal action of earthquake, wind, dead and imposed vertical loads. The structural designers, during the structural computation are improve the several approximations creating the dynamic modeling, having into the consideration of structural elements classification in the prior and secondary structural elements. It is very none that the structural vertical elements have a designed capacity from the horizontal actions, the nonstructural elements has the indirect impact on the structural behavior at all. Also the non-precise erection phenomena or imperfection of the vertical structural members is very important in the structural behavior.
Keywords:
Structure, nonstructural elements, non-precise erection - imperfection
Proceedings Editor
Edmond Hajrizi
ISBN
978-9951-550-13-0
First Page
150
Last Page
156
Location
Durres, Albania
Start Date
7-11-2015 9:00 AM
End Date
7-11-2015 5:00 PM
DOI
10.33107/ubt-ic.2015.74
Recommended Citation
Mujaj, Armend; Grajçevci, Florim; Kryeziu, Driton R.; Guri, Zijadin; and Kadiu, Fisnik, "Imperfection impact on behavior of the secondary nonstructural elements and vertical non precise erection of members" (2015). UBT International Conference. 74.
https://knowledgecenter.ubt-uni.net/conference/2015/all-events/74
Included in
Imperfection impact on behavior of the secondary nonstructural elements and vertical non precise erection of members
Durres, Albania
In this paper of works will be try to present the fundamental computation referring to the imperfection impacts phenomena of non-precise erection effects of the structural members as are vertical columns. Depends from the structural type, the structure should have a vertical structural members with the enough vertical and shear capacity provoked from horizontal action of earthquake, wind, dead and imposed vertical loads. The structural designers, during the structural computation are improve the several approximations creating the dynamic modeling, having into the consideration of structural elements classification in the prior and secondary structural elements. It is very none that the structural vertical elements have a designed capacity from the horizontal actions, the nonstructural elements has the indirect impact on the structural behavior at all. Also the non-precise erection phenomena or imperfection of the vertical structural members is very important in the structural behavior.