An Analytical Study on Maximum Strength of the Shear Wall with Precast Concrete Wall Panel Using Prestressing for the Joint of Wall to Beam
This paper addresses an analytical study on the maximum strength of the shear wall in which precast concrete wall panel is inserted, which is connected with the upper and lower beams using prestressing, and is not connected with the columns of the both sides. The load-deformation behaviors of wall p...
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Published in | Concrete Research and Technology Vol. 10; no. 1; pp. 79 - 90 |
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Main Authors | , , , |
Format | Journal Article |
Language | Japanese |
Published |
Japan Concrete Institute
29.01.1999
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Subjects | |
Online Access | Get full text |
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