Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level
dc.contributor.author | Zaherdannak, Amin | |
dc.contributor.author | Shabani, Amirhosein | |
dc.contributor.author | Erfani, Saeed | |
dc.date.accessioned | 2020-07-14T16:24:09Z | |
dc.date.accessioned | 2020-08-07T09:27:12Z | |
dc.date.available | 2020-07-14T16:24:09Z | |
dc.date.available | 2020-08-07T09:27:12Z | |
dc.date.issued | 2020-06-30 | |
dc.identifier.citation | Zaherdannak, Shabani A, Erfani. Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level. Shock and Vibration. 2020;2020 | en |
dc.identifier.issn | 1070-9622 | |
dc.identifier.issn | 1070-9622 | |
dc.identifier.issn | 1875-9203 | |
dc.identifier.uri | https://hdl.handle.net/10642/8821 | |
dc.description.abstract | In many multistory buildings, basement levels are used as parking spaces. However, dimensions of reinforced concrete columns at these levels cause them to be unideal parking spaces. An alternative is to replace the RC columns in middle frames with steel columns that are not a part of seismic force resisting system and only support vertical loads, therefore have smaller sections. Using simply supported steel columns under the base Level is beneficial not only because they have smaller cross-sections which lead to increasing the parking space but also these steel columns are easier to be replaced after any possible damages and can be considered as convenient alternatives compared to ordinary RC columns in construction. In this research, seismic performance of structures implementing the suggested alternative is evaluated using nonlinear static and dynamic analyses and compared to that of regular counterparts. Results show that these structures pass the acceptability tests proposed by FEMA P695 methodology. Moreover, seismic performance factors of these two structural systems have been calculated and proposed. | en |
dc.language.iso | en | en |
dc.publisher | Hindawi | en |
dc.relation.ispartofseries | Shock and Vibration;Volume 2020, Article ID 8825258 | |
dc.rights | Copyright © 2020 Amin Zaherdannak et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. | en |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | |
dc.subject | Seismic performance factors | en |
dc.subject | Seismic performance evaluations | en |
dc.subject | Basement levels | en |
dc.subject | Reinforced concrete columns | en |
dc.subject | Gravity steel columns | en |
dc.title | Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level | en |
dc.type | Journal article | en |
dc.type | Peer reviewed | en |
dc.date.updated | 2020-07-14T16:24:09Z | |
dc.description.version | publishedVersion | en |
dc.identifier.doi | https://dx.doi.org/10.1155/2020/8825258 | |
dc.identifier.cristin | 1819431 | |
dc.source.journal | Shock and Vibration |
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TKD - Institutt for bygg- og energiteknikk [415]
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Med mindre annet er angitt, så er denne innførselen lisensiert som Copyright © 2020 Amin Zaherdannak et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.