| contributor author | Brian J. Tucker | |
| contributor author | David G. Pollock | |
| contributor author | Kenneth J. Fridley | |
| contributor author | Jeffery J. Peters | |
| date accessioned | 2017-05-08T21:22:32Z | |
| date available | 2017-05-08T21:22:32Z | |
| date copyright | February 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291084-0680%282000%295%3A1%2814%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48977 | |
| description abstract | Connections in wood structures are important when designing for ductility. The 1997 Uniform Building Code has taken this into consideration when designating wind and earthquake load duration factors for connections. Factors of 1.6 or 1.33 may be applied to the connection strength, depending on the type of yield mode exhibited by the connection, which may be determined from the yield limit equations supplied in the | |
| publisher | American Society of Civil Engineers | |
| title | Governing Yield Modes for Common Bolted and Nailed Wood Connections | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 1 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)1084-0680(2000)5:1(14) | |
| tree | Practice Periodical on Structural Design and Construction:;2000:;Volume ( 005 ):;issue: 001 | |
| contenttype | Fulltext | |
