| contributor author | Jostein Hellesland | |
| contributor author | Reidar Bjorhovde | |
| date accessioned | 2017-05-08T20:56:07Z | |
| date available | 2017-05-08T20:56:07Z | |
| date copyright | October 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9445%281996%29122%3A10%281216%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32347 | |
| description abstract | The effective length approach for column stability evaluation has long played an important role in approximate methods of analysis. Methods for determination of effective lengths of compression members in frame systems are examined and discussed in terms of exact results and general principles of mechanics of buckling. Conventional rotational restraint factors in the general case are found to be less than accurate. Such factors include the well known | |
| publisher | American Society of Civil Engineers | |
| title | Restraint Demand Factors and Effective Lengths of Braced Columns | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1996)122:10(1216) | |
| tree | Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010 | |
| contenttype | Fulltext | |
