Strengthening of Reinforced Concrete Buildings With Soft Story Irregularity

dc.contributor.author Döndüren, Mahmud Sami
dc.contributor.author Nakipoğlu, Abdulhamit
dc.date.accessioned 2021-12-13T10:26:48Z
dc.date.available 2021-12-13T10:26:48Z
dc.date.issued 2019
dc.description.abstract Turkey is one of the most earthquake-prone countries in the world. The studies on the damaged buildings with reinforced concrete structural systems, especially done after the 1999 Golcuk earthquake and other earthquakes in the past, showed that the negative effects of the structural irregularities in the buildings come to light through the impact of earthquake load. They also revealed that the regularity of structural systems is one of the main principles in the design of earthquake resistant reinforced concrete structural systems. In this study, two-story singlespan 1/3 scaled reinforced concrete test specimens having soft story irregularity (interstory stiffness irregularity) and insufficient earthquake resistance were tested by applying different strengthening methods. The purpose of strengthening applications is to eliminate the adverse effects of the soft story irregularity. Reversed-cyclic lateral load was applied on the test specimens to simulate the earthquake effect. While the upper stories in all the test specimens had infill walls, the lower stories had been strengthened using different types of steel bracings. The first frame was strengthened with K-type shaped (<>), the second one with straight. V-type (V) and the third with turned sideways V-type (>) steel diagonal elements. As a reference to these three strengthened frames, the following two frames, which were taken from another study, were used; a frame with both stories having infill walls and a frame with infill walls on the upper story, which is empty on the lower story. As a result of the study, load and displacement histories, hysteresis and envelope curves and energy dissipation graphs of these three strengthened reinforced concrete frames were obtained. Furthermore, all the experimental results, obtained graphs and the data from the reference frames were compared and interpreted. The results show that the frame strengthened with K-type steel bracings is the best solution to reduce the effect of soft story irregularity. en_US
dc.identifier.doi 10.3139/120.111345
dc.identifier.issn 0025-5300
dc.identifier.issn 2195-8572
dc.identifier.scopus 2-s2.0-85066793444
dc.identifier.uri https://doi.org/10.3139/120.111345
dc.identifier.uri https://hdl.handle.net/20.500.13091/483
dc.language.iso en en_US
dc.publisher CARL HANSER VERLAG en_US
dc.relation.ispartof MATERIALS TESTING en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Earthquake Resistant Structures en_US
dc.subject Irregularities en_US
dc.subject Reinforced Concrete Frames en_US
dc.subject Soft Storey en_US
dc.subject Strengthening en_US
dc.subject Seismic Performance en_US
dc.subject Rc Frames en_US
dc.subject Rehabilitation en_US
dc.subject Infill en_US
dc.title Strengthening of Reinforced Concrete Buildings With Soft Story Irregularity en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id Nakipoglu, Abdulhamit/0000-0002-5316-9921
gdc.author.scopusid 34879745300
gdc.author.scopusid 57204816959
gdc.author.wosid Nakipoglu, Abdulhamit/ABA-2316-2021
gdc.bip.impulseclass C5
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gdc.coar.access metadata only access
gdc.coar.type text::journal::journal article
gdc.description.department Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü en_US
gdc.description.endpage 494 en_US
gdc.description.issue 5 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q2
gdc.description.startpage 485 en_US
gdc.description.volume 61 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W2944763354
gdc.identifier.wos WOS:000466985100013
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gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
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gdc.plumx.mendeley 8
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gdc.virtual.author Nakipoğlu, Abdulhamit
gdc.virtual.author Döndüren, Mahmud Sami
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