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Title:Seismic resistance of existing buildings with added light timber structure storeys
Authors:ID Jančar, Jurij (Author)
ID Zafirov, Trajče (Author)
ID Premrov, Miroslav (Author)
ID Dujič, Bruno (Author)
ID Hristovski, Viktor (Author)
Files:.pdf JCE-72-2020-5-4-3328-EN.pdf (3,47 MB)
MD5: 824BE78B0355C8274CB8461D47224835
 
URL http://www.casopis-gradjevinar.hr/assets/Uploads/JCE-72-2020-5-4-3328-EN.pdf
 
Language:English
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:In the presented paper, the problem of vertical expansions is treated in terms of seismic resistance of structures with added storeys. A large parametric study has been performed, confirming the impact of different number of added storeys, and the change of their stiffness, on the seismic response of structures. The paper shows examples of how stiffness in light timber frame and cross laminated timber structures can be easily altered just by changing the type and distribution of fasteners. Known procedures are used to calculate the stiffness of the wall elements of a light timber frame system, and a new procedure is developed for determining the stiffness of cross laminated timber wall elements. The study shows how changing the stiffness of the vertical expansion can have a significant impact on the seismic response and that, in some cases, vertical expansion can have a favourable effect on seismic resistance, despite a minor increase in the mass of the structure.
Keywords:added storeys, seismic resistance, light timber structure
Publication status:Published
Publication version:Version of Record
Submitted for review:10.08.2021
Article acceptance date:15.03.2022
Publication date:10.06.2022
Publisher:Hrvatski savez građevinskih inženjera
Year of publishing:2022
Number of pages:str. 403-417
Numbering:Vol. 74, br. 5
PID:20.500.12556/DKUM-92029 New window
UDC:624.011.1+699.841
ISSN on article:0350-2465
COBISS.SI-ID:112304643 New window
DOI:10.14256/JCE.3328.2021 New window
Copyright:Authors retain copyright to their work (http://www.casopis-gradjevinar.hr/about-the-journal/open-access-statement/)
Publication date in DKUM:12.03.2025
Views:145
Downloads:13
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Categories:Misc.
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Record is a part of a journal

Title:Građevinar
Shortened title:Građevinar
Publisher:Hrvatski savez građevinskih inženjera
ISSN:0350-2465
COBISS.SI-ID:958468 New window

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Croatian
Title:Potresna otpornost postojećih zgrada s dodatnim katovima od laganih drvenih konstrukcija
Abstract:U ovom se radu problem vertikalne nadogradnje razmatra u okviru analize potresne otpornosti građevina s dodanim katovima. Provedena je opsežna parametarska studija koja potvrđuje utjecaj broja dodanih katova i promjene njihove krutosti na potresni odziv građevina. Primjeri prikazani u radu pokazuju kako se krutost konstrukcija od laganih drvenih okvira i križno lameliranog drva lako može promijeniti mijenjanjem vrste i rasporeda spojnih sredstava. Poznati se postupci primjenjuju za izračunavanje krutosti zidnih elemenata lakog drvenog okvirnog sustava, a novi je postupak razvijen za određivanje krutosti križno lameliranih drvenih zidnih elemenata. U radu je prikazano kako promjena krutosti vertikalne nadogradnje može bitno utjecati na potresni odziv te da u nekim slučajevima takva nadogradnja može povoljno utjecati na potresnu otpornost, i to bez obzira na manje povećanje težine konstrukcije.
Keywords:gradbeništvo, dodana nadstropja, potresna odpornost, lahke lesene konstrukcije, added storeys, seismic resistance, light timber structure


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