Seismic performance of low ductile RC frame designed in accordance with Malaysia National Annex to Eurocode 8
Eurocode 8, BS EN 1998-1:2004 is specifying Class II ordinary buildings shall be designed to interstory drift limit with displacement reduction factor, v=0.5 at damage limitation. However, Malaysia National Annex, MS EN 1998-1:2017 is specifying a more linear requirement, where no damage limitation...
Saved in:
Main Author: | Chong, Jia Hoe |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2020
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/91965/1/ChongJiaHoeMSKA2020.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Seismic performance of high ductile RC frame designed in accordance with Malaysia National Annex to Eurocode 8
by: Wong, Woon Keong
Published: (2020) -
Seismic fragility of low ductile partially infilled reinforced concrete frame in Malaysia
by: Anuar, Nur Amalina
Published: (2017) -
Influence of considering Malaysia National Annex for seismic design of reinforced concrete building
by: Rosli, Mas Iliani
Published: (2019) -
Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
by: Koon, Foo Siong
Published: (2020) -
Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
by: Koon, Foo Siong
Published: (2020)