Md Tahir, Mahmood (1997) Wind-moment design for unbraced frames with bending about both column axes. Jurnal Kejuruteraan Awam, 10 (1). pp. 42-60. ISSN 0128-0147
- Published Version
Official URL: http://www.civil.utm.my/content.php?id=387&cid=204...
Analysis and design of steel unbraced frames bending on both axes were performed with emphasis on stability'and deflection checks. Wind-moment de sign is proposed to improve the stab ility and stiffness. The performance of the frames was checked for collapse load level at Ultimate Limit Sta te (ULS) for 2nd order anaysis and the defl ection limits at Serviceability Limit State checked for 1st order analys is. The investigation demonstrated that the frames should be restricted to less tha n four storeys.
|Uncontrolled Keywords:||wind moment design, unbraced frames, column axes|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Deposited By:||Nurul Asilah Mahmood|
|Deposited On:||13 Aug 2012 02:00|
|Last Modified:||13 Aug 2012 02:00|
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