Shake table tests on story-to-story pounding between adjacent RC buildings

Pounding between adjacent buildings and their devastating effects have been frequently reported during numerous major earthquakes. Although poundings exhibit more destructive effects on RC buildings compared to steel buildings, the majority of previous experimental studies have mainly concentrated o...

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Published inStructures (Oxford) Vol. 69; p. 107544
Main Authors Sunca, Fezayil, Altunişik, Ahmet Can, Kaya, Ali, Genç, Ali Fuat, Şahi̇n, Muhammed Cihat, Karahasan, Algıhan Kaşif
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.11.2024
Subjects
Damage
Earthquake
Pounding
RC building
Shake table test
Slab-to-slab pounding
Slab-to-slab pounding
RC building
Pounding
Earthquake
Damage
Shake table test
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Abstract Pounding between adjacent buildings and their devastating effects have been frequently reported during numerous major earthquakes. Although poundings exhibit more destructive effects on RC buildings compared to steel buildings, the majority of previous experimental studies have mainly concentrated on steel specimens. Furthermore, there has been a notable scarcity of extensive large-scale experimental studies on this subject. Therefore, the primary objective of this study is to experimentally determine the effects of different types of pounding on the seismic responses of RC buildings. To this aim, three half-scaled two-story RC specimens were constructed and were tested. In the tests, three cases were considered: (i) without pounding, (ii) pounding between taller and shorter buildings (slab-to-slab interaction at one floor), and (iii) pounding between buildings with equal heights (slab-to-slab interaction at the two floors). The experimental results showed that pounding and its types played a critical role in structural responses such as floor accelerations, displacements, hysteretic responses, and dynamic characteristics. Additionally, each pounding type led to different damage mechanisms in the specimens.
AbstractList Pounding between adjacent buildings and their devastating effects have been frequently reported during numerous major earthquakes. Although poundings exhibit more destructive effects on RC buildings compared to steel buildings, the majority of previous experimental studies have mainly concentrated on steel specimens. Furthermore, there has been a notable scarcity of extensive large-scale experimental studies on this subject. Therefore, the primary objective of this study is to experimentally determine the effects of different types of pounding on the seismic responses of RC buildings. To this aim, three half-scaled two-story RC specimens were constructed and were tested. In the tests, three cases were considered: (i) without pounding, (ii) pounding between taller and shorter buildings (slab-to-slab interaction at one floor), and (iii) pounding between buildings with equal heights (slab-to-slab interaction at the two floors). The experimental results showed that pounding and its types played a critical role in structural responses such as floor accelerations, displacements, hysteretic responses, and dynamic characteristics. Additionally, each pounding type led to different damage mechanisms in the specimens.
ArticleNumber 107544
Author Şahi̇n, Muhammed Cihat
Genç, Ali Fuat
Karahasan, Algıhan Kaşif
Kaya, Ali
Sunca, Fezayil
Altunişik, Ahmet Can
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  surname: Sunca
  fullname: Sunca, Fezayil
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  givenname: Ahmet Can
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  givenname: Ali
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  givenname: Ali Fuat
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  organization: Karadeniz Technical University, Department of Civil Engineering, 61080 Trabzon, Türkiye
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  givenname: Algıhan Kaşif
  surname: Karahasan
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  organization: Karadeniz Technical University, Department of Civil Engineering, 61080 Trabzon, Türkiye
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Keywords Slab-to-slab pounding
RC building
Pounding
Earthquake
Damage
Shake table test
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Snippet Pounding between adjacent buildings and their devastating effects have been frequently reported during numerous major earthquakes. Although poundings exhibit...
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SubjectTerms Damage
Earthquake
Pounding
RC building
Shake table test
Slab-to-slab pounding
Title Shake table tests on story-to-story pounding between adjacent RC buildings
URI https://dx.doi.org/10.1016/j.istruc.2024.107544
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