Research Article
Jan 1971
Construction Self-Weight Stresses of Precast Shear Walls
Publication: Journal of the Structural Division
Volume 97, Issue 1
Abstract
Multistory buildings may be constructed economically by system building in precast concrete using large prefabricated wall panel and floor slab units with in situ horizontal and vertical joints. Like masonry and brick construction, the stability of such buildings is primarily dependent on the action of the gravity or self-weight forces and on the efficiency of the joints in transmitting shear and tension stresses between the panels. The stress distributions accumulated during the story by story erection of a typical precast concrete gable wall are computed by the Finite Element method using the Shear Walls with Openings program SWALLO. These are compared with the stresses calculated on the assumption that the total dead weight acts simultaneously on the completed wall. It is shown that there are considerable differences in the estimation of the loads acting on the foundation beam, especially for a wall with a small number of stories. Savings in the amount of reinforcement required within the precast wall panels and across the in situ joints can be made from the stress contours provided by the SWALLO program.
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Information
Published In
Journal of the Structural Division
Volume 97 • Issue 1 • January 1971
Pages: 393 - 406
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jan 1971
Published online: Feb 1, 2021
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Authors
Affiliations
Donald H. Orme
Tech. Dir., Concrete (Scotland) Ltd., Falkirk, Scotland
Reginald G. Smith, M.ASCE
Senior Lecturer in Eng, Marischal College, University of Aberdeen, Scotland
William R. Tinch
Lecturer in Engrg., Marischal College, University of Aberdeen, Scotland
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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.