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Title:Projektiranje enoetažnih armiranobetonskih montažnih hal po novem Evrokodu 8 : Novi postopek za projektiranje po metodi sil
Authors:ID Isaković, Tatjana (Author)
Files:URL URL - Source URL, visit https://www.zveza-dgits.si/wp-content/uploads/2025/03/GV-03-25.pdf
 
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MD5: 16F27388788C426F6198A0F072404CAE
 
Language:Slovenian
Typology:1.01 - Original Scientific Article
Organization:Logo ZDGITS - Union of associations of Slovenian civil engineers and technicians
Abstract:V spremljajočem članku smo pokazali, da se lahko pri potresnem projektiranju montažnih enoetažnih armiranobetonskih hal rezultati ocene ključnih parametrov potresnega odziva, določenih z elastično in nelinearno analizo, razlikujejo tudi za več kot dvakrat. V tem nadaljevalnem članku smo naredili podrobno analizo teh razlik in izpeljali povezave med ključnimi količinami odziva. Na osnovi izpeljanih relacij smo predlagali nov postopek za potresno projektiranje enoetažnih armiranobetonskih montažnih hal po metodi sil, katerega rezultati so primerljivi z nelinearno analizo. Predlagani postopek ustrezno korelira efektivno togost konstrukcij, zahtevano duktilnost, nosilnost in učinke teorije 2. reda ter odpravlja iteracije, ki so potrebne v metodi sil, takrat ko za te količine izberemo standardne vrednosti (50% togosti, ki ustreza bruto prečnemu prerezu, in faktor obnašanja q = 3).
Keywords:Evrokod 8 druge generacije, projektiranje po metodi sil, projektiranje za vpliv potresne obtežbe, enoetažne armiranobetonske montažne hale, nelinearna potresna analiza
Publication status:Published
Publication version:Version of Record
Publication date:01.03.2025
Publisher:Zveza društev gradbenih inženirjev in tehnikov Slovenije
Year of publishing:2025
Number of pages:str. 16-28
Numbering:Letn. 74, Št. 1
PID:20.500.12556/DiRROS-22701 New window
UDC:624.04:531.2
ISSN on article:0017-2774
COBISS.SI-ID:229963011 New window
Note:Nasl. v slov. in angl., besedilo v slov.;
Publication date in DiRROS:18.06.2025
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Downloads:182
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Record is a part of a journal

Title:Gradbeni vestnik : glasilo Zveze društev gradbenih inženirjev in tehnikov Slovenije
Shortened title:Gradb. vestn.
Publisher:Zveza društev gradbenih inženirjev in tehnikov Slovenije
ISSN:0017-2774
COBISS.SI-ID:859140 New window

Document is financed by a project

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P2-0185-2019
Name:Potresno inženirstvo

Licences

License:CC BY-SA 4.0, Creative Commons Attribution-ShareAlike 4.0 International
Link:http://creativecommons.org/licenses/by-sa/4.0/
Description:This Creative Commons license is very similar to the regular Attribution license, but requires the release of all derivative works under this same license.

Secondary language

Language:English
Title:Design of single-story reinforced concrete precast buildings according to new Eurocode 8
Abstract:The accompanying article demonstrated that, in the seismic design of single-story precast reinforced concrete buildings, the key seismic response parameters, assessed by elastic and nonlinear analyses, can differ by more than a factor of two. This follow-up article delves into these discrepancies, providing a comprehensive analysis and establishing relationships between the critical response quantities. Using these derived relationships, a new force-based procedure for the seismic design of single-story precast reinforced concrete buildings is proposed, yielding results comparable to those from nonlinear analysis. This method effectively integrates the effective stiffness of the structure, the required strength/ductility, and second-order effects, while eliminating the need for iterative calculations typically required in the force-based approach when standard parameter values are used (e.g., 50% stiffness of the gross cross-section and a behaviour factor q=3).
Keywords:second generation of Eurocode 8, force-based design, seismic design, single-story precast reinforced concrete buildings, nonlinear seismic analysis


Collection

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  1. Gradbeni vestnik

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