Forensic analysis of a tall building failure
A tall building that stands for twenty years has some foundation columns that buckle and crack. From the previous studies, it is stated that the concrete column strength is lower than the design column strength. Taking into consideration of material deterioration over the years, there must be extern...
Main Author: | Ang, Li Jie |
---|---|
Other Authors: | Fan Sau Cheong |
Format: | Final Year Project (FYP) |
Language: | English |
Published: |
2016
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/67295 |
Similar Items
-
Forensic analysis of a tall building failure
by: Kandiawan, Paramitha
Published: (2016) -
Mitigation of progressive collapse of tall buildings
by: Tan, Kang Hai., et al.
Published: (2011) -
Lateral systems for tall buildings
by: Chok, Kermin, 1980-
Published: (2006) -
Structural dynamic analysis of tall building under wind load
by: Goh, Key Seng.
Published: (2009) -
Investigation of a tall building structure : the spiral building
by: Sasson, Leora
Published: (2007)