Seismic performance of a three-storey unreinforced masonry building which survived the 1992 Erzincan earthquake without damage is evaluated. Mechanical properties of the masonry walls have been determined experimentally by using identical brick and mortar used in construction. An accurate material m
Seismic performance of masonry buildings during the 2007 Bala, Turkey earthquakes
✍ Scribed by Ali Ural; Adem Doğangün; Halil Sezen; Zekai Angın
- Publisher
- Springer Netherlands
- Year
- 2011
- Tongue
- English
- Weight
- 844 KB
- Volume
- 60
- Category
- Article
- ISSN
- 0921-030X
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