Preliminary Analysis on Wall Beam Force Algorithms under the Action of Vertical Load

This paper makes a study on the stress state and internal force algorithms of wall beams under the action of vertical load. It also makes a comparative analysis to several typical wall-beam designs at present. Then, by using the finite element, it verifies the accuracy and reliability of internal fo...

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Published inApplied Mechanics and Materials Vol. 166-169; pp. 2841 - 2846
Main Authors Gao, Yan Song, Sha, Yong
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.05.2012
Subjects
Shear
Joist
Moment
Void
Bearing Behavior
Wall Beam
Online AccessGet full text
ISBN9783037854211
3037854219
ISSN1660-9336
1662-7482
1662-7482
DOI10.4028/www.scientific.net/AMM.166-169.2841

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Abstract This paper makes a study on the stress state and internal force algorithms of wall beams under the action of vertical load. It also makes a comparative analysis to several typical wall-beam designs at present. Then, by using the finite element, it verifies the accuracy and reliability of internal force algorithm formulas of wall beams in current Code for Design of Masonry Structure, hoping to provide a solid theoretical reference for the selection of wall beam algorithm designs.
AbstractList This paper makes a study on the stress state and internal force algorithms of wall beams under the action of vertical load. It also makes a comparative analysis to several typical wall-beam designs at present. Then, by using the finite element, it verifies the accuracy and reliability of internal force algorithm formulas of wall beams in current Code for Design of Masonry Structure, hoping to provide a solid theoretical reference for the selection of wall beam algorithm designs.
Author Gao, Yan Song
Sha, Yong
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Joist
Moment
Void
Bearing Behavior
Wall Beam
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