caa a22 4500 469108738 CHVBK 20180323133103.0 cr unu---uuuuu 170328e19920901xx s 000 0 eng 10.1007/BF00430042 doi (NATIONALLICENCE)springer-10.1007/BF00430042 Livesley R. Department of Engineering, University of Cambridge, Trumpington Street, CB2 1PZ, Cambridge, England aut A computational model for the limit analysis of three-dimensional masonry structures [Elektronische Daten] [R. Livesley] This paper extends previous work on the limit analysis of ductile frames and plane masonry arches to the limit analysis of three-dimensional masonry structures. A lower-bound approach is developed which can handle three-dimensional collapse mechanisms involving any combination of sliding, twisting and hingeing at the block interfaces. A computer program for determining the collapse load of such structures is used to study (a) the equilibrium limits of a block with four contact points resting on an inclined plane and (b) the collapse of a semicircular arch of four blocks. The paper also describes experimental and computational work on a radially symmetric model dome of 380 blocks subject to foundation settlement. Kluwer Academic Publishers, 1992 Masonry nationallicence Collapse nationallicence Mathematical modelling nationallicence Static friction nationallicence Mechanics of masonry nationallicence Meccanica Kluwer Academic Publishers 27/3(1992-09-01), 161-172 0025-6455 27:3<161 1992 27 11012 https://doi.org/10.1007/BF00430042 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF00430042 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Livesley R. Department of Engineering, University of Cambridge, Trumpington Street, CB2 1PZ, Cambridge, England aut NATIONALLICENCE 773 0- Meccanica Kluwer Academic Publishers 27/3(1992-09-01), 161-172 0025-6455 27:3<161 1992 27 11012 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer