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.
Original language | English |
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Pages (from-to) | 187-213 |
Number of pages | 27 |
Journal | Journal of Earthquake Engineering |
Volume | 18 |
Issue number | 2 |
DOIs | |
Publication status | Published - 17 Feb 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) 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.
Funders | Funder number |
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DGRI-SEP | |
Seventh Framework Programme | 227887 |
Consejo Nacional de Ciencia y Tecnología | |
Seventh Framework Programme | |
Commissariat à l'Énergie Atomique et aux Énergies Alternatives |
Keywords
- Beam-Column Joints Post-Tensioned Metal Straps
- Inter-Story Drift
- Seismic Strengthening
- Shaking Table Tests
- Substandard RC Buildings