Limit analysis of masonry circular buttressed arches under horizontal loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://link.springer.com/article/10.1007/s11012-016-0609-6/fulltext.html
Reference40 articles.
1. Brandonisio G, Mele E, De Luca A (2015) Closed form solution for predicting the horizontal capacity of masonry portal frames through limit analysis and comparison with experimental test results. Eng Fail Anal 55:246–270
2. Kazinczy G (1914) Kìsérletek Befalazott Tartòkkal (Experiments with clamped girders). Betonszemle, vol II (in Hungarian)
3. Baker JF (1949) A review of recent investigations into the behaviour of steel frames in the plastic range. J Inst Civ Eng 31(3):224–240
4. Onat ET, Prager W (1953) Limit analysis of arches. J Mech Phys Solids 1(2):77–89
5. Kooharian A (1952) Limit analysis of voussoir (segmental) and concrete arches. J Am Concr Inst 24(4):317–328
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