Please use this identifier to cite or link to this item: http://ktisis.cut.ac.cy/handle/10488/8685
Title: Full-scale shaking table tests on a substandard RC building repaired and strengthened with Post-Tensioned Metal Straps
Authors: Garcia, Reyes
Hajirasouliha, Iman
Guadagnini, Maurizio
Helal, Yasser
Jemaa, Yaser
Pilakoutas, Kypros 
Mongabure, Philippe
Chrysostomou, Christis 
Kyriakides, Nicholas 
Ilki, Alper
Budescu, Mihai
Taranu, Nicolae
Ciupala, Mihaela Anca
Torres, Lluis
Saiidi, M.
Keywords: Shaking Table Tests
Seismic Strengthening
Substandard RC Buildings
Beam-Column Joints Post-Tensioned Metal Straps
Inter-Story Drift
Issue Date: Oct-2014
Publisher: Taylor & Francis, Ltd
Source: Journal of Earthquake Engineering, 2014, Volume 18, Issue 2, pages 187-213.
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.
URI: http://ktisis.cut.ac.cy/jspui/handle/10488/8685
ISSN: 1363-2469
1559-808X (Online)
DOI: 10.1080/13632469.2013.847874
Rights: © Informa UK Limited, an Informa Group Company
Appears in Collections:Άρθρα/Articles

Show full item record

SCOPUSTM   
Citations 20

15
checked on Aug 5, 2017

WEB OF SCIENCETM
Citations 20

12
Last Week
0
Last month
checked on Aug 9, 2017

Page view(s)

20
Last Week
0
Last month
1
checked on Aug 19, 2017

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.