Full-scale shaking table tests on a substandard rc building repaired and strengthened with post-tensioned metal straps

Reyes Garcia; Iman Hajirasouliha; Maurizio Guadagnini; Yasser Helal; Yaser Jemaa; Kypros Pilakoutas; Philippe Mongabure; Christis Chrysostomou; Nicholas Kyriakides; Alper Ilki; Mihai Budescu; Nicolae Taranu; Mihaela Anca Ciupala; Lluis Torres; M. Saiidi

doi:10.1080/13632469.2013.847874

Full-scale shaking table tests on a substandard rc building repaired and strengthened with post-tensioned metal straps

Reyes Garcia^*
, Iman Hajirasouliha
, Maurizio Guadagnini
, Yasser Helal
, Yaser Jemaa
, Kypros Pilakoutas
, Philippe Mongabure
, Christis Chrysostomou
, Nicholas Kyriakides
, Alper Ilki
, Mihai Budescu
, Nicolae Taranu
, Mihaela Anca Ciupala
, Lluis Torres
, M. Saiidi

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

University of Sheffield
CEA Saclay
Cyprus University of Technology
Gh. Asachi Technical University
University of East London
University of Girona
University of Nevada, Reno

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

61 Atıf (Scopus)

Özet

The effectiveness of a novel Post-Tensioned Metal Strapping (PTMS) technique at enhancing the seismic behavior of a substandard RC building was investigated through full-scale, shake-table tests during the EU-funded project BANDIT. The building had inadequate reinforcement detailing in columns and joints to replicate old construction practices. After the bare building was initially damaged significantly, it was repaired and strengthened with PTMS to perform additional seismic tests. The PTMS technique improved considerably the seismic performance of the tested building. While the bare building experienced critical damage at an earthquake of PGA = 0.15 g, the PTMS-strengthened building sustained a PGA = 0.35 g earthquake without compromising stability.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	187-213
Sayfa sayısı	27
Dergi	Journal of Earthquake Engineering
Hacim	18
Basın numarası	2
DOI'lar	https://doi.org/10.1080/13632469.2013.847874
Yayın durumu	Yayınlandı - 17 Şub 2014

Finansman

The research leading to these results has received funding from the European Community’s Seventh Framework Programme [FP7/2007-2013] for access to CEA (Commissariat à l’Energie Atomique) under grant agreement n◦ 227887. Reyes Garcia (BANDIT Project Engineer Coordinator) thankfully acknowledges the financial support provided by CONACYT and DGRI-SEP, Mexico. The authors gratefully acknowledge Thierry Chaudat of CEA/EMSI laboratory for his contribution during the early stages of the project.

Finansörler	Finansör numarası
DGRI-SEP
Seventh Framework Programme	227887
Consejo Nacional de Ciencia y Tecnología
Seventh Framework Programme
Commissariat à l'Énergie Atomique et aux Énergies Alternatives

Belgeye Erişim

10.1080/13632469.2013.847874

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

Garcia, R., Hajirasouliha, I., Guadagnini, M., Helal, Y., Jemaa, Y., Pilakoutas, K., Mongabure, P., Chrysostomou, C., Kyriakides, N., Ilki, A., Budescu, M., Taranu, N., Ciupala, M. A., Torres, L., & Saiidi, M. (2014). Full-scale shaking table tests on a substandard rc building repaired and strengthened with post-tensioned metal straps. Journal of Earthquake Engineering, 18(2), 187-213. https://doi.org/10.1080/13632469.2013.847874

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title = "Full-scale shaking table tests on a substandard rc building repaired and strengthened with post-tensioned metal straps",

abstract = "The effectiveness of a novel Post-Tensioned Metal Strapping (PTMS) technique at enhancing the seismic behavior of a substandard RC building was investigated through full-scale, shake-table tests during the EU-funded project BANDIT. The building had inadequate reinforcement detailing in columns and joints to replicate old construction practices. After the bare building was initially damaged significantly, it was repaired and strengthened with PTMS to perform additional seismic tests. The PTMS technique improved considerably the seismic performance of the tested building. While the bare building experienced critical damage at an earthquake of PGA = 0.15 g, the PTMS-strengthened building sustained a PGA = 0.35 g earthquake without compromising stability.",

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AU - Garcia, Reyes

AU - Hajirasouliha, Iman

AU - Guadagnini, Maurizio

AU - Helal, Yasser

AU - Jemaa, Yaser

AU - Pilakoutas, Kypros

AU - Mongabure, Philippe

AU - Chrysostomou, Christis

AU - Kyriakides, Nicholas

AU - Ilki, Alper

AU - Budescu, Mihai

AU - Taranu, Nicolae

AU - Ciupala, Mihaela Anca

AU - Torres, Lluis

AU - Saiidi, M.

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KW - Inter-Story Drift

KW - Seismic Strengthening

KW - Shaking Table Tests

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Full-scale shaking table tests on a substandard rc building repaired and strengthened with post-tensioned metal straps

Özet

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Diğer Dosyalar ve Linkler

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