Assessment of medium ductility low rise reinforced concrete building in high seismicity region
Access is limited to UniMAP community.
Saved in:
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Learning Object |
| Language: | English |
| Published: |
Universiti Malaysia Perlis (UniMAP)
2013
|
| Subjects: | |
| Online Access: | http://dspace.unimap.edu.my/xmlui/handle/123456789/24080 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Universiti Malaysia Perlis |
| Language: | English |
| id |
my.unimap-24080 |
|---|---|
| record_format |
dspace |
| spelling |
my.unimap-240802013-03-20T04:28:16Z Assessment of medium ductility low rise reinforced concrete building in high seismicity region Debbie, Robert Mohd Zulham Affandi bin Mohd Zahid Seismic response Ductility Seismicity region Access is limited to UniMAP community. The aim of this study is to investigate the response of regular and irregular in elevation on medium ductility low rise reinforcement concrete buildings located at high seismicity region. Two families of reinforcement concrete frames were designed and examined. The first set of frames known as Frame A is regular in elevation frames while the second set known as Frame is irregular in elevation frames. Both sets of frames were designed in accordance with the requirement of Eurocode 2 and Eurocode 8. A basic Push Over Analysis was employed to examine all these frames. Based on capacity curve, the ductility factors and overstrength factors were discussed. The differences in terms of the responses and geometry of these two sets of frames are significant. It is found that Eurocode 8 frames have higher ductility factor compared to Eurocode 2 frames. Other than that, the cross sections for beams and columns of Eurocode 8 frames are bigger than those in Eurocode 2 frames. Besides that, it is found that the overstrength factors for Eurocode 8 frames are lower than the Eurocode 2 frames. 2013-03-20T04:28:16Z 2013-03-20T04:28:16Z 2012-05 Learning Object http://hdl.handle.net/123456789/24080 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering |
| institution |
Universiti Malaysia Perlis |
| building |
UniMAP Library |
| collection |
Institutional Repository |
| continent |
Asia |
| country |
Malaysia |
| content_provider |
Universiti Malaysia Perlis |
| content_source |
UniMAP Library Digital Repository |
| url_provider |
http://dspace.unimap.edu.my/ |
| language |
English |
| topic |
Seismic response Ductility Seismicity region |
| spellingShingle |
Seismic response Ductility Seismicity region Debbie, Robert Assessment of medium ductility low rise reinforced concrete building in high seismicity region |
| description |
Access is limited to UniMAP community. |
| author2 |
Mohd Zulham Affandi bin Mohd Zahid |
| author_facet |
Mohd Zulham Affandi bin Mohd Zahid Debbie, Robert |
| format |
Learning Object |
| author |
Debbie, Robert |
| author_sort |
Debbie, Robert |
| title |
Assessment of medium ductility low rise reinforced concrete building in high seismicity region |
| title_short |
Assessment of medium ductility low rise reinforced concrete building in high seismicity region |
| title_full |
Assessment of medium ductility low rise reinforced concrete building in high seismicity region |
| title_fullStr |
Assessment of medium ductility low rise reinforced concrete building in high seismicity region |
| title_full_unstemmed |
Assessment of medium ductility low rise reinforced concrete building in high seismicity region |
| title_sort |
assessment of medium ductility low rise reinforced concrete building in high seismicity region |
| publisher |
Universiti Malaysia Perlis (UniMAP) |
| publishDate |
2013 |
| url |
http://dspace.unimap.edu.my/xmlui/handle/123456789/24080 |
| _version_ |
1643794172367339520 |