| contributor author | Bradley F. Coffman | |
| contributor author | Joseph A. Main | |
| contributor author | Dat Duthinh | |
| contributor author | Emil Simiu | |
| date accessioned | 2017-05-08T21:59:00Z | |
| date available | 2017-05-08T21:59:00Z | |
| date copyright | June 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000186.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68028 | |
| description abstract | Peak bending moments are compared for a set of steel portal frames of industrial buildings in an open terrain calculated using database-assisted design (DAD) techniques and ASCE 7-05 Standard plots. The comparisons indicate that, depending on the building dimensions, the peak bending moments at the knee based on DAD techniques are generally larger by 10–30% than their counterparts based on the ASCE 7-05 plots. (In one case with a relatively steep roof slope of 26.6° the discrepancies exceed 70%.) For the buildings considered, the discrepancies increase with increasing roof slope and with increasing eave height. | |
| publisher | American Society of Civil Engineers | |
| title | Wind Effects on Low-Rise Metal Buildings: Database-Assisted Design versus ASCE 7-05 Standard Estimates | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000140 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 006 | |
| contenttype | Fulltext | |
