Assessment of masonry structures subjected to foundation settlements using rigid block limit analysis

Author:

Portioli Francesco,Cascini Lucrezia

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference68 articles.

1. Parametric studies and quantitative assessment of the vulnerability of a RC frame building exposed to differential settlements;Negulescu;Nat Hazard Earth Syst Sci,2010

2. Allowable settlement of buildings;Skempton;PI Civil Eng,1956

3. Polshin DE, Tokar RA. Maximum allowable non-uniform settlement of structures. In: Proc. 4th Int. conference soil mechanics and foundation engineering, London, Butterworths Scientific Publications; 1957. p. 402–5.

4. Shallow foundations;Sowers,1962

5. Bjerrum L. Allowable settlement of structures. In: Proceedings of the 3rd European conf. on soil mech. and found. engng, Wiesbaden, 2, Brighton, England; 1963. p. 135–7.

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