Flat slab performance under loss of a corner column senario
Abnormal loading events such as explosions, vehicle collisions, and foundation failure are not considered in an ordinary structural design. The local damage caused by such low-probability loads, however, may result in a chain reaction of structural element failure that leads to partial or even full...
Saved in:
Main Author: | Li, Rougang. |
---|---|
Other Authors: | Li Bing |
Format: | Final Year Project |
Language: | English |
Published: |
2011
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/45459 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Experimental study of drop panel effects on response of reinforced concrete flat slabs after loss of corner column
by: Kai, Qian, et al.
Published: (2014) -
Behavior of corner slab-column connections in irregular flat plate floors under gravity and bidirectional lateral loading
by: Soerya Widjaja
Published: (2010) -
Slab effects on response of reinforced concrete substructures after loss of corner column
by: Kai, Qian, et al.
Published: (2013) -
Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario
by: Kai, Qian, et al.
Published: (2012) -
Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column - experimental results
by: Kai, Qian, et al.
Published: (2012)