Sensitivity modelling with objective damage assessment of unreinforced masonry façades undergoing different subsidence settlement patterns-Reference-Cited by-同舟云学术

Sensitivity modelling with objective damage assessment of unreinforced masonry façades undergoing different subsidence settlement patterns

Published:2023-07 Issue: Volume:286 Page:116113
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Prosperi Alfonso,Longo Michele,Korswagen Paul A.,Korff Mandy,Rots Jan G.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference50 articles.

1. Skempton AW, MacDonald DH. The allowable settlements of buildings. Proceedings of the Institution of Civil Engineers. 1956;5:727-68.

2. Burland JB, Wroth C. Settlement of buildings and associated damage. 1975.

3. Bjerrum L. Allowable settlement of structures. Proceedings of the 3rd European Conference on Soil Mechanics and Foundation Engineering, Wiesbaden, Germany1963. p. 135-7.

4. Building response to excavation-induced settlement;Boscardin;J Geotech Eng-Asce,1989

5. Polshin DE, Tokar R. Maximum allowable non-uniform settlement of structures. Proc, 4th Int Conf on Soil Mechanics and Foundation Engineering: Butterworth’s London; 1957. p. 402-5.

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