Twin lintel belt in steel for seismic strengthening of brick masonry buildings

Author:

Murtyl C. V. R.,Dutta Jayanta,Agrawal S. K.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference27 articles.

1. ATC-28 (1991),Development of Recommended Guidelines for Seismic Strengthening of Buildings Phase: Issue Identification and Resolution, Applied Technology Council, Redwood City, CA, USA.

2. Clough RW, Gulkan P, Mayes RL (1979), “Shaking Table Study of Single Storey Masonry Houses-Vol 3: Summary, Conclusions and Recommendations,”Report No. UCB/EERC-79/25, EERC, University of California, Berkeley, CA, USA.

3. Dutta J (2001), “Effectiveness of a Steel Twin Lintel Belt on Performance of a Brick Masonry Building with Precast RC Roofing System under Quasi-Static Lateral Cyclic Loading,”Master of Technology Thesis, Indian Institute of Technology Kanpur, Kanpur, India.

4. EC 8 (Part 1–4); 1996 (1996), “General Rules: Strengthening and Repair of Buildings,”Design Provisions for Earthquake Resistant Structures, Part 1–4, European Committee for Standardisation, Brussels.

5. FEMA 273-1997 (1997), “NEHRP Guidelines for Seismic Rehabilitation of Buildings,”Report No.273, Federal Emergency Management Agency, Washington D.C., USA.

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