Behaviour of profiled web tapered girders under static shear loading / Hisham Sahari
Economical and efficient design of steel girders normally requires thin webs. Adequate out of plane stiffness and shear buckling resistance without using transverse intermediate stiffeners or using a thick material can be achieved by using profiled webs. Since the advent of steel structures, it has...
Saved in:
Main Author: | Sahari, Hisham |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2016
|
Subjects: | |
Online Access: | https://ir.uitm.edu.my/id/eprint/37670/1/37670.pdf https://ir.uitm.edu.my/id/eprint/37670/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Shear behaviour of intermittent profiled web girder using finite element method
by: Mohd Nurkhairie, Shaharuddin
Published: (2013) -
Shear capacity of singly and doubly webbed corrugated web girder / Hanizah Abdul Hamid, Azmi Ibrahim and Norhisham Ibrahim
by: Abdul Hamid, Hanizah, et al.
Published: (2006) -
Influence of flange stiffness on shear capacity of sinusoidal profiled web girder using finite element method
by: Haslinah, Mohd Ali
Published: (2015) -
Effect of sinusoidal geometry on shear capacity of profiled web girder using finite element method
by: Zulhelmi, Zulkeflee
Published: (2016) -
Prediction of long term deformation for balanced cantilever prestressed concrete segmental box girder
by: Noordin, Basir
Published: (2005)