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Title:Financial aspects of a seismic base isolation system for a steel high-rack structure
Authors:ID Kilar, Vojko (Author)
ID Petrovčič, Simon (Author)
ID Šilih, Simon (Author)
ID Koren, David (Author)
Files:.pdf Informes_de_la_Construcción_2013_Kilar_et_al._Financial_aspects_of_a_seismic_base_isolation_system_for_a_steel_high-rack_structure.pdf (999,00 KB)
MD5: 15CBC2276DB0E3D12A4AA04E03FEC079
PID: 20.500.12556/dkum/7a0064f4-4b7f-4e53-98e0-10611244d86e
 
URL http://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/2941
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:The paper deals with the effects and costs of implementing a base isolation system for the mitigation of the seismic risk of an existing steel rack structure. Different realistic distributions of the payload mass and occupancy levels, which form different plan asymmetric variants, have been analysed. The results obtained by the pushover analysis (N2 method) are presented as top floor envelopes and as plastic hinge damage patterns. In the presented cost study, the cost of the implementation of the proposed base isolation system is compared with the estimated costs of structural repairs to the damaged structural members of the superstructure, as well as with estimated expenses of the downtime period. The results have shown that base isolation is, in general, not economically feasible for lower ground motion intensities, whereas it could be of great benefit in the case of moderate and high intensities, especially if the downtime period is taken into account.
Keywords:rack structures, seismic behaviour, base isolation, cost efficiency, mass eccentricity, pushover analysis
Publication status:Published
Publication version:Version of Record
Year of publishing:2013
Number of pages:str. 533-543
Numbering:Letn. 65, št. 532
PID:20.500.12556/DKUM-67198 New window
ISSN:1988-3234
UDC:699.8
ISSN on article:1988-3234
COBISS.SI-ID:2964100 New window
DOI:10.3989/ic.12.067 New window
NUK URN:URN:SI:UM:DK:SDTC5OVW
Publication date in DKUM:07.08.2017
Views:1462
Downloads:208
Metadata:XML DC-XML DC-RDF
Categories:Misc.
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Record is a part of a journal

Title:Informes de la Construcción
Shortened title:Inf. Constr.
Publisher:Consejo Superior de Investigaciones Científicas, Instituto Eduardo Torroja de la Construcción y del Cemento
ISSN:1988-3234
COBISS.SI-ID:2963076 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.
Licensing start date:07.08.2017

Secondary language

Language:Spanish
Title:Aspectos económicos de un sistema de aislamiento sísmico de base para bastidores de acero en altura
Abstract:El presente artículo trata sobre los efectos y costes de implementación de un sistema de aislamiento en cimentación para la mitigación del riesgo sísmico de la estructura de un bastidor de acero en altura prexistente. Se han analizado diferentes distribuciones realistas de la masa contribuyente y de los niveles de ocupación, conformando diferentes variantes asimétricas en planta. Se presentan los resultados obtenidos mediante el método N2 (análisis estático incremental no lineal) como envolventes de las plantas superiores y como patrones de deterioro en estado plástico. En el estudio de costos presentado, el coste de implementación del sistema de aislamiento propuesto se compara con los costes estimados de reparación de los elementos superestructurales y los costes derivados del período de desocupación. Los resultados muestran que, en general, el aislamiento en la base no resulta viable económicamente para movimientos de baja intensidad, pero puede ser muy beneficioso en el caso de intensidades moderadas y altas, particularmente cuando el período de desocupación es tenido en cuenta.
Keywords:jeklene okvirne konstrukcije, potresno obnašanje, potresna izolacija, finančna ocena cene potresne izolacije, masna ekscentričnost, potisna analiza


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