| contributor author | Mehran Keshavarzian | |
| date accessioned | 2017-05-08T21:22:42Z | |
| date available | 2017-05-08T21:22:42Z | |
| date copyright | May 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291084-0680%282003%298%3A2%28102%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49080 | |
| description abstract | Depending on the application, self-supported tubular steel pole (cantilever) structures in the United States are designed for extreme wind loadings based on either ASCE 74 (for electric utility applications), ANSI/TIA/EIA 222 (for antenna applications), AASHTO (for highway sign and traffic signal applications), or ASCE 7 (for general applications, such as stadium billboards). This paper compares the margins of safety of self-supported tubular steel structures designed for extreme wind loadings based on ASCE 74, TIA/EIA, AASHTO and ASCE 7. Based on this comparison, a critical review of the ASCE publications and their respective design requirements and safety factors are presented. | |
| publisher | American Society of Civil Engineers | |
| title | Extreme Wind Design of Self-Supported Steel Structures: Critical Review of Related ASCE Publications | |
| type | Journal Paper | |
| journal volume | 8 | |
| journal issue | 2 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)1084-0680(2003)8:2(102) | |
| tree | Practice Periodical on Structural Design and Construction:;2003:;Volume ( 008 ):;issue: 002 | |
| contenttype | Fulltext | |
