Shear capacity of slab-column connections under gravity and biaxial cyclic lateral loading
Reinforced concrete flat plate structures have been widely used for residential and office buildings around the world due to their economical and aesthetical advantages over the conventional beam and slab system. However, the transfer of shear and unbalanced moment at the slab-column connections may...
Saved in:
Main Author: | Edward Anggadjaja |
---|---|
Other Authors: | Teng Susanto |
Format: | Theses and Dissertations |
Language: | English |
Published: |
2010
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/39358 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Shear strength of slab-column connections under gravity and cyclic lateral loading
by: Sunendro Aris Sutanto Himawan
Published: (2012) -
Behavior of corner slab-column connections in irregular flat plate floors under gravity and bidirectional lateral loading
by: Soerya Widjaja
Published: (2010) -
Punching shear behaviour of rectangular slab-column connections with biaxial unbalanced moments
by: Muljadi Gunawan Suwita.
Published: (2008) -
Behavior of reinforced concrete slab column connections with various corroded reinforcements under cyclic loading
by: Yap, Jie Hui
Published: (2024) -
Strength of slab-column connections with openings transferring biaxial unbalanced moments
by: Geng, Jianzeng.
Published: (2008)