| contributor author | Atsushi Sato | |
| contributor author | Chia-Ming Uang | |
| date accessioned | 2017-05-08T21:59:06Z | |
| date available | 2017-05-08T21:59:06Z | |
| date copyright | August 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000230.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68078 | |
| description abstract | The American Iron and Steel Institute (AISI) recently issued a standard on the seismic design of cold-formed steel special bolted moment frames (SBMF). It is expected that ductility is provided through bolt slippage and bearing in the moment connection region; both the beams and columns are to be designed based on the capacity design principles. This paper provides background information for the proposed seismic performance factors. Based on cyclic testing results, a value of 3.5 was proposed for the response modification coefficient, | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Performance Factors for Cold-Formed Steel Special Bolted Moment Frames | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000191 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 008 | |
| contenttype | Fulltext | |
