Limits to Deflected Shape Assumptions of the SDOF Methodology for Analyzing Structural Components Subject to Blast LoadingSource: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005Author:Takayuki Yokoyama
DOI: 10.1061/(ASCE)CF.1943-5509.0000691Publisher: American Society of Civil Engineers
Abstract: This paper examines the deflected shape assumptions built into the single-degree-of-freedom (SDOF) methodology used for analyzing structural components subject to blast loading. Design professionals use the SDOF models to analyze blast effects on components. It is common knowledge that the SDOF method is an approximation, and is not suitable for large charges with short distances (lower scaled distance
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| contributor author | Takayuki Yokoyama | |
| date accessioned | 2017-05-08T22:30:28Z | |
| date available | 2017-05-08T22:30:28Z | |
| date copyright | October 2015 | |
| date issued | 2015 | |
| identifier other | 47475893.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81733 | |
| description abstract | This paper examines the deflected shape assumptions built into the single-degree-of-freedom (SDOF) methodology used for analyzing structural components subject to blast loading. Design professionals use the SDOF models to analyze blast effects on components. It is common knowledge that the SDOF method is an approximation, and is not suitable for large charges with short distances (lower scaled distance | |
| publisher | American Society of Civil Engineers | |
| title | Limits to Deflected Shape Assumptions of the SDOF Methodology for Analyzing Structural Components Subject to Blast Loading | |
| type | Journal Paper | |
| journal volume | 29 | |
| journal issue | 5 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000691 | |
| tree | Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005 | |
| contenttype | Fulltext |