| contributor author | K. M. Sakr | |
| contributor author | V. V. Neis | |
| date accessioned | 2017-05-08T20:58:07Z | |
| date available | 2017-05-08T20:58:07Z | |
| date copyright | September 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9445%282001%29127%3A9%281101%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33685 | |
| description abstract | A new analysis method for unreinforced masonry double wythe walls is developed and presented in this paper. The technique uses empirical formulas for the effective flexural rigidity of a masonry wall as obtained from a finite-element analysis of a masonry couplet. These formulas, together with equations that relate the moments in the block and brick wythes and the ties, are used in a 1D analysis of the masonry wall. The method rationally accounts for material nonlinearities, flexural tensile bond failure mechanism, type of ties, cavity width, load eccentricity, slenderness ratio, | |
| publisher | American Society of Civil Engineers | |
| title | Load-Deflection Analyses of Double Wythe Unreinforced Masonry Walls | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2001)127:9(1101) | |
| tree | Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009 | |
| contenttype | Fulltext | |
