The bidirectional response of a two-storey RC frame structure with two adjacent sides infilled is studied through shaking table tests and non-linear dynamic analyses. The pre-cracking stiffness of the infills is large enough to impose twisting of the infilled structure about the common corner of the
Seismic design of masonry structures
✍ Scribed by Professor; Director Miha Tomaževič
- Book ID
- 105360941
- Publisher
- John Wiley and Sons
- Year
- 1997
- Tongue
- English
- Weight
- 818 KB
- Volume
- 1
- Category
- Article
- ISSN
- 1365-0556
No coin nor oath required. For personal study only.
✦ Synopsis
Abstract
As a result of experimental and analytical research in seismic behaviour of masonry structures in the last few decades, new methods for seismic resistance analysis and design, as well as new, seismic resistant technologies and construction systems have been developed. After many centuries of traditional use, and decades of allowable stresses verification, clear concepts for limit states verification of seismic resistance of masonry structures have been introduced in the seismic codes. In this review, some basic aspects of seismic resistance verification of masonry walls and buildings are discussed, and some suggestions for future research are given.
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