Slender reinforced concrete columns
The purpose of the present investigation is to study the behaviour and strength of slender high strength concrete columns experimentally and analytically. These columns are pin-ended and subject to short-term eccentric loading about the minor axis. The variables considered in this study are the slen...
Saved in:
Main Author: | |
---|---|
Other Authors: | |
Format: | Theses and Dissertations |
Language: | English |
Published: |
2009
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/19402 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
id |
sg-ntu-dr.10356-19402 |
---|---|
record_format |
dspace |
spelling |
sg-ntu-dr.10356-194022023-03-03T19:16:18Z Slender reinforced concrete columns Foo, Seng Heng. Chuang, Poon Hwei School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design The purpose of the present investigation is to study the behaviour and strength of slender high strength concrete columns experimentally and analytically. These columns are pin-ended and subject to short-term eccentric loading about the minor axis. The variables considered in this study are the slenderness ratio (L/h) and eccentricity of load (e/h). Master of Engineering (CSE) 2009-12-11T09:13:40Z 2009-12-11T09:13:40Z 1996 1996 Thesis http://hdl.handle.net/10356/19402 en NANYANG TECHNOLOGICAL UNIVERSITY 175 p. application/pdf |
institution |
Nanyang Technological University |
building |
NTU Library |
continent |
Asia |
country |
Singapore Singapore |
content_provider |
NTU Library |
collection |
DR-NTU |
language |
English |
topic |
DRNTU::Engineering::Civil engineering::Structures and design |
spellingShingle |
DRNTU::Engineering::Civil engineering::Structures and design Foo, Seng Heng. Slender reinforced concrete columns |
description |
The purpose of the present investigation is to study the behaviour and strength of slender high strength concrete columns experimentally and analytically. These columns are pin-ended and subject to short-term eccentric loading about the minor axis. The variables considered in this study are the slenderness ratio (L/h) and eccentricity of load (e/h). |
author2 |
Chuang, Poon Hwei |
author_facet |
Chuang, Poon Hwei Foo, Seng Heng. |
format |
Theses and Dissertations |
author |
Foo, Seng Heng. |
author_sort |
Foo, Seng Heng. |
title |
Slender reinforced concrete columns |
title_short |
Slender reinforced concrete columns |
title_full |
Slender reinforced concrete columns |
title_fullStr |
Slender reinforced concrete columns |
title_full_unstemmed |
Slender reinforced concrete columns |
title_sort |
slender reinforced concrete columns |
publishDate |
2009 |
url |
http://hdl.handle.net/10356/19402 |
_version_ |
1759854656550338560 |