Dome Over The Gdynia Seaport Building
The paper presents the description of structure and the selected problems of the technical condition, as well as the strength analysis of the thin-walled reinforced concrete shell which has been making a covering of the main hall of the Gdynia Seaport Building through the last 80 years. The rectangl...
Main Authors: | Godycki-Ćwirko T., Nagrodzka-Godycka K., Piotrkowski P. |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2014-06-01
|
Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | http://www.degruyter.com/view/j/ace.2014.60.issue-2/ace-2014-0015/ace-2014-0015.xml?format=INT |
Similar Items
-
Stress state of metal dome meridional ribs at different stages of overhang erection process
by: Evgeny V. Lebed, et al.
Published: (2020-12-01) -
Influence of the height of the ribbed-ring dome on the stress state of its frame during the overhang mounting process
by: Evgeny V. Lebed
Published: (2020-12-01) -
Funicularity in elastic domes: Coupled effects of shape and thickness
by: Accornero Federico, et al.
Published: (2021-05-01) -
Dome of the Treasury Or Dome of Oil in the Prophet’s Mosque A Historical And Archaeological Study
by: Mohamed Mansour
Published: (2020-01-01) -
Crack morphology and load carrying capacity of the deep beams reinforced orthogonally
by: Krystyna Nagrodzka-Godycka, et al.
Published: (2014-09-01)