Seismic and assessment of the high-rise RC buildings under repeated near field earthquakes with vertical component /
This paper presents an extensive parametric study on the inelastic response of 18 storey reinforced concrete (RC) planar frames which are subjected to 10 single and sequential ground motions.
Saved in:
Main Author: | Thinesh A/L Perumall (Author) |
---|---|
Format: | Thesis Software eBook |
Language: | English |
Published: |
Perlis, Malaysia
School of Environmental Engineering, University Malaysia Perlis
2013
|
Subjects: | |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Seismic vulnerability analysis of the irregular RC building with transfer beam under near field earthquake with vertical component /
by: Farhanah Afiqah Binti Razman
Published: (2014) -
Response of eight storey regular and irregular buildings with transfer beam under near field earthquake excitation with vertical component /
by: Doreen Bong Yin Yin
Published: (2014) -
Overstrength factor for low rise RC building /
by: Muhamad Firdaus Abdul Rahman
Published: (2012) -
The response of three storey and eight storey irregular building with set back under earthquake excitation with vertical component/
by: Tan Miao Gin
Published: (2014) -
Assessment of low-rise reinforced concrete building in low seismicity region /
by: Fateha Shahrin
Published: (2012)