RHS/SHS columns with concrete in-fill

10.1061/40492(2000)185

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Bibliographic Details
Main Authors: Lakshmi, B., Shanmugam, N.E.
Other Authors: CIVIL ENGINEERING
Format: Conference or Workshop Item
Published: 2014
Subjects:
Online Access:http://scholarbank.nus.edu.sg/handle/10635/74338
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Institution: National University of Singapore
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spelling sg-nus-scholar.10635-743382015-01-28T20:24:09Z RHS/SHS columns with concrete in-fill Lakshmi, B. Shanmugam, N.E. CIVIL ENGINEERING Bearing capacity Composite columns High strength concretes Predictions Ultimate loads 10.1061/40492(2000)185 Structures Congress 2000: Advanced Technology in Structural Engineering 103 - 2014-06-19T05:51:47Z 2014-06-19T05:51:47Z 2004 Conference Paper Lakshmi, B.,Shanmugam, N.E. (2004). RHS/SHS columns with concrete in-fill. Structures Congress 2000: Advanced Technology in Structural Engineering 103 : -. ScholarBank@NUS Repository. <a href="https://doi.org/10.1061/40492(2000)185" target="_blank">https://doi.org/10.1061/40492(2000)185</a> 0784404925 http://scholarbank.nus.edu.sg/handle/10635/74338 NOT_IN_WOS Scopus
institution National University of Singapore
building NUS Library
country Singapore
collection ScholarBank@NUS
topic Bearing capacity
Composite columns
High strength concretes
Predictions
Ultimate loads
spellingShingle Bearing capacity
Composite columns
High strength concretes
Predictions
Ultimate loads
Lakshmi, B.
Shanmugam, N.E.
RHS/SHS columns with concrete in-fill
description 10.1061/40492(2000)185
author2 CIVIL ENGINEERING
author_facet CIVIL ENGINEERING
Lakshmi, B.
Shanmugam, N.E.
format Conference or Workshop Item
author Lakshmi, B.
Shanmugam, N.E.
author_sort Lakshmi, B.
title RHS/SHS columns with concrete in-fill
title_short RHS/SHS columns with concrete in-fill
title_full RHS/SHS columns with concrete in-fill
title_fullStr RHS/SHS columns with concrete in-fill
title_full_unstemmed RHS/SHS columns with concrete in-fill
title_sort rhs/shs columns with concrete in-fill
publishDate 2014
url http://scholarbank.nus.edu.sg/handle/10635/74338
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