Abstract
The European research project BANDIT investigated the effectiveness of a novel Post-Tensioned Metal Strapping (PTMS) strengthening technique at improving the seismic performance of deficient RC buildings using shake table tests. A full-scale two-story structure was designed with inadequate reinforcement detailing of columns and beam-column joints so as to simulate typical deficient buildings in Mediterranean and developing countries. Initial shaking table tests were carried out until significant damage was observed in the beam-column joints.
Original language | English |
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Title of host publication | Seismic Evaluation and Rehabilitation of Structures |
Publisher | Kluwer Academic Publishers |
Pages | 187-202 |
Number of pages | 16 |
ISBN (Print) | 9783319004570 |
DOIs | |
Publication status | Published - 2014 |
Publication series
Name | Geotechnical, Geological and Earthquake Engineering |
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Volume | 26 |
ISSN (Print) | 1573-6059 |
ISSN (Electronic) | 1872-4671 |
Bibliographical note
Publisher Copyright:© Springer International Publishing Switzerland 2014`
Funding
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 et aux Energies Alternatives) under grant agreement n° 227887 [SERIES]. The first author gratefully acknowledges the financial support provided by CONACYT and partial support by DGRI-SEP. The authors gratefully acknowledge Thierry Chaudat from EMSI laboratory for his contribution at the early stages of the project. The strengthening was performed by Nuvia Travaux Spéciaux.
Funders | Funder number |
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DGRI-SEP | |
Nuvia Travaux Spéciaux | |
Seventh Framework Programme | |
Consejo Nacional de Ciencia y Tecnología | |
Commissariat à l'Énergie Atomique et aux Énergies Alternatives | 227887 |