Bending of Interstice Walls in Circular SilosSource: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010Author:Helmut M. Haydl
DOI: 10.1061/(ASCE)0733-9445(1987)113:10(2311)Publisher: American Society of Civil Engineers
Abstract: Circular concrete silos are often arranged in clusters, thus forming additional storage spaces, called interstices or interstice bins. Methods of analysis for calculating maximum bending moments and axial force in the interstice wall are summarized and a more realistic theoretical model is proposed. Simple equations are proposed which are directly applicable to silo design. These formulas account for the realistic inclusion of proper boundary conditions in the computer model.
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| contributor author | Helmut M. Haydl | |
| date accessioned | 2017-05-08T20:52:13Z | |
| date available | 2017-05-08T20:52:13Z | |
| date copyright | October 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A10%282311%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29924 | |
| description abstract | Circular concrete silos are often arranged in clusters, thus forming additional storage spaces, called interstices or interstice bins. Methods of analysis for calculating maximum bending moments and axial force in the interstice wall are summarized and a more realistic theoretical model is proposed. Simple equations are proposed which are directly applicable to silo design. These formulas account for the realistic inclusion of proper boundary conditions in the computer model. | |
| publisher | American Society of Civil Engineers | |
| title | Bending of Interstice Walls in Circular Silos | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:10(2311) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010 | |
| contenttype | Fulltext |