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A composite steel plate shear walls for offshore constructions

A new-type of weldable composite steel plate shear wall, which consists of a steel plate sandwiched by either of two or one composite panels at each side or at one side, has been proposed. An analytical model for such shear wall - via shell model is derived and the vibrational modes are discussed. T...

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Main Authors: Albarody, T.M.B., Bt Mustaffa, Z., Liew, M.S., Toloue, I., Setvati, M.R.
Format: Conference or Workshop Item
Published: EDP Sciences 2014
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84904961509&doi=10.1051%2fmatecconf%2f20141304015&partnerID=40&md5=eda7234b897f736ea41183966b58fd9a
http://eprints.utp.edu.my/32298/
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spelling my.utp.eprints.322982022-03-29T05:03:21Z A composite steel plate shear walls for offshore constructions Albarody, T.M.B. Bt Mustaffa, Z. Liew, M.S. Toloue, I. Setvati, M.R. A new-type of weldable composite steel plate shear wall, which consists of a steel plate sandwiched by either of two or one composite panels at each side or at one side, has been proposed. An analytical model for such shear wall - via shell model is derived and the vibrational modes are discussed. Truss reinforcement is used to increase the integration between the steel and composite layers and the cross sectional properties were graded by magnetic nanoparticles fillers. The thickness shear modes at the composite wall appear higher than those of thickness stretch modes, but they are varied in a very orderly manner with respect to the vibrational mode. Also, some of characteristics are examined. © 2014 Owned by the authors, published by EDP Sciences. EDP Sciences 2014 Conference or Workshop Item NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84904961509&doi=10.1051%2fmatecconf%2f20141304015&partnerID=40&md5=eda7234b897f736ea41183966b58fd9a Albarody, T.M.B. and Bt Mustaffa, Z. and Liew, M.S. and Toloue, I. and Setvati, M.R. (2014) A composite steel plate shear walls for offshore constructions. In: UNSPECIFIED. http://eprints.utp.edu.my/32298/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description A new-type of weldable composite steel plate shear wall, which consists of a steel plate sandwiched by either of two or one composite panels at each side or at one side, has been proposed. An analytical model for such shear wall - via shell model is derived and the vibrational modes are discussed. Truss reinforcement is used to increase the integration between the steel and composite layers and the cross sectional properties were graded by magnetic nanoparticles fillers. The thickness shear modes at the composite wall appear higher than those of thickness stretch modes, but they are varied in a very orderly manner with respect to the vibrational mode. Also, some of characteristics are examined. © 2014 Owned by the authors, published by EDP Sciences.
format Conference or Workshop Item
author Albarody, T.M.B.
Bt Mustaffa, Z.
Liew, M.S.
Toloue, I.
Setvati, M.R.
spellingShingle Albarody, T.M.B.
Bt Mustaffa, Z.
Liew, M.S.
Toloue, I.
Setvati, M.R.
A composite steel plate shear walls for offshore constructions
author_facet Albarody, T.M.B.
Bt Mustaffa, Z.
Liew, M.S.
Toloue, I.
Setvati, M.R.
author_sort Albarody, T.M.B.
title A composite steel plate shear walls for offshore constructions
title_short A composite steel plate shear walls for offshore constructions
title_full A composite steel plate shear walls for offshore constructions
title_fullStr A composite steel plate shear walls for offshore constructions
title_full_unstemmed A composite steel plate shear walls for offshore constructions
title_sort composite steel plate shear walls for offshore constructions
publisher EDP Sciences
publishDate 2014
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84904961509&doi=10.1051%2fmatecconf%2f20141304015&partnerID=40&md5=eda7234b897f736ea41183966b58fd9a
http://eprints.utp.edu.my/32298/
_version_ 1738657367771316224
score 13.211869

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