Limiting sway for unnbraced steel frame with column bending on minor axis

The proposed method is presented for the design of multi-storey steel frames to limiting values of horizontal sway deflection. The frame is divided into statically determinate sub-frames by assuming points of contraflexture. Allowance for steelwork costs is then used, together with slope-deflection...

Full description

Saved in:
Bibliographic Details
Main Authors: Mahmood, Md. Tahir, Mirasa, Karim, Osman, Mohd.Hanim
Format: Article
Language:English
Published: Penerbit UTM Press 1998
Subjects:
Online Access:http://eprints.utm.my/id/eprint/7940/1/MahmoodMdTahir1998_LimitingSwayForUnnbracedSteel.pdf
http://eprints.utm.my/id/eprint/7940/
http://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/1033
Tags: Add Tag
No Tags, Be the first to tag this record!