caa a22 4500 469108703 CHVBK 20180323133103.0 cr unu---uuuuu 170328e19920901xx s 000 0 eng 10.1007/BF00430041 doi (NATIONALLICENCE)springer-10.1007/BF00430041 Heyman Jacques Department of Engineering, University of Cambridge, Trumpington Street, CB2 1PZ, Cambridge, England aut Leaning towers [Elektronische Daten] [Jacques Heyman] Masonry, as a unilateral material, can resist compressive stresses but has feeble tensile strength. A masonry wall or tower, subjected to uneven foundation settlements, will crack, and these cracks may lead to overall structural collapse. Of particular interest is the leaning tower, in which a fissure (of a shape to be determined) develops progressively up to the point of critical stability. A practical rule is developed for the maximum inclination that may be regarded as safe for a masonry tower. Kluwer Academic Publishers, 1992 Masonry nationallicence Unilateral material nationallicence Cracking nationallicence Settlement nationallicence Collapse nationallicence Mechanics of masonry nationallicence Meccanica Kluwer Academic Publishers 27/3(1992-09-01), 153-159 0025-6455 27:3<153 1992 27 11012 https://doi.org/10.1007/BF00430041 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF00430041 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Heyman Jacques 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), 153-159 0025-6455 27:3<153 1992 27 11012 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer