Standardisation of partial strength connections of extended end–plate connections for trapezoid web profiled steel sections
Traditionally, connections are usually classified as pinned or rigid although the actualbehaviour is known to fall between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by codes and studies on the matter known as semi-continuous construction have...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Article |
| Published: |
Construction Research Institute of Malaysia (CIDB)
2008
|
| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/1127/ http://www.cream.com.my/index.php/publication/mcrj?start=10 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|