| contributor author | R. H. Allen | |
| contributor author | I. J. Oppenheim | |
| date accessioned | 2017-05-08T20:51:41Z | |
| date available | 2017-05-08T20:51:41Z | |
| date copyright | June 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A6%281406%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29580 | |
| description abstract | A simple, yet useful limit state analysis is performed on a statically determinate arch segment. A failure mode is assumed and relationships governing the kinematic failure mechanism are discovered using statics. The fracture is observed to occur at the midpoint and a minimum thickness to length ratio is found to be 0.150 to insure against brittle failure. The least desirable position of the arch segment is at 52° with respect to the horizontal. | |
| publisher | American Society of Civil Engineers | |
| title | Limit State Analysis of Arch Segments | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:6(1406) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 006 | |
| contenttype | Fulltext | |
