Abstract
After destructive Spitak earthquake of December 7, 1988 important scientific and engineering problems and questions appeared in the sphere of construction, in the first place referring to overestimation of the seismicity of the territory of the republic and providing required level of seismic resistance of newly erected and also damaged huildings and constructions including masonry bearing walls.
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© 2000 Springer Science+Business Media Dordrecht
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Markaryan, T.G., Davidian, L.A. (2000). Some Main Principles of New Republic Codes on Design and Construction of Seismic- Resistant Masonry Structures. In: Balassanian, S., Cisternas, A., Melkumyan, M. (eds) Earthquake Hazard and Seismic Risk Reduction. Advances in Natural and Technological Hazards Research, vol 12. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-9544-5_37
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DOI: https://doi.org/10.1007/978-94-015-9544-5_37
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-5497-5
Online ISBN: 978-94-015-9544-5
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