Research Article
May 1974
Three-Dimensional Analysis of Shear Wall Buildings to Lateral Load
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VIEW THE REPLYAuthors: Jayanta K. Biswas and Wai K. Tso, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 5
Abstract
An approach to study the flexural and torsional deformation of multistory shear wall buildings for lateral loading has been presented. The out-of-plane stiffness of the floor side is taken into account by means of connecting beams. The problem is described in terms of three generalized displacement functions of the structure. No restriction is placed on the complexity of the floor plan layout. An example is worked out to show the importance of floor slab stiffness and comparisons are made with the results based on the finite element approach.
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Published In
Journal of the Structural Division
Volume 100 • Issue 5 • May 1974
Pages: 1019 - 1036
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© 1974 American Society of Civil Engineers.
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Published in print: May 1974
Published online: Feb 1, 2021
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Jayanta K. Biswas
Research Asst., Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ontario, Canada
Wai K. Tso, AM.ASCE
Assoc. Prof., Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ontario, Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.