Performance of masonry enclosure walls: lessons learned from recent earthquakes

Author:

Vicente Romeu Silva,Rodrigues Hugo,Varum Humberto,Costa Aníbal,Mendes da Silva José António Raimundo

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. ATC-40 (1996), “Seismic Evaluation and Retrofit of Concrete Buildings,” Technical Report, ATC-40, Applied Technology Council, Redwood City, California.

2. Bell DK and Davidson BJ (2001), “Evaluation of Earthquake Risk Buildings with Masonry Infill Panels,” 2001 Technical Conference, Future Directions: A Vision for Earthquake Engineering in New Zealand, New Zealand Society for Earthquake Engineering Taupo, New Zealand.

3. CEN (2004), Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, European Committee for Standardisation, Brussels.

4. CEN (2005), Eurocode 6: Part 1-1 - General Rules for buildings - Rules for Reinforced and Unreinforced Masonry, European Committee for Standardisation, Brussels.

5. Crisafulli FJ, Carr AJ and Park R (2000), “Analytical Modelling of Infilled Frames Structures - A General Review,” Bulletin of the New Zealand Society for Earthquake Engineering, 33: 30–47.

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