Punching shear behaviour of rectangular slab-column connections with biaxial unbalanced moments
The objective of this study is to investigate the punching shear behaviour of slab-column connections affected by unbalanced moment in two directions as a result of irregular column layout, unsymmetrical geometry and unsymmetrical loading and also to investigate the punching shear behaviour of a con...
Saved in:
Main Author: | Muljadi Gunawan Suwita. |
---|---|
Other Authors: | Paulus Irawan |
Format: | Theses and Dissertations |
Language: | English |
Published: |
2008
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/11941 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Strength of slab-column connections with openings transferring biaxial unbalanced moments
by: Geng, Jianzeng.
Published: (2008) -
Punching shear strength of slabs with openings and supported on rectangular columns
by: Kuang, Kok Leong.
Published: (2008) -
Punching shear strength of slab-column connections in flat plate system
by: Than, Than Wai
Published: (2008) -
Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading
by: Edward Anggadjaja
Published: (2010) -
Punching shear strength of prestressed concrete slabs
by: Jung, Randolph Ting Chong.
Published: (2009)