Three-Dimensional Analysis of Shear Wall Buildings to Lateral Loadby Jayanta K. Biswas, Res. Asst.; Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, ON, Canada,
Wai K. Tso, (A.M.ASCE), Assoc. Prof.; Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, ON, Canada,
Serial Information: Journal of the Structural Division, 1974, Vol. 100, Issue 5, Pg. 1019-1036
Document Type: Journal Paper
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.
Subject Headings: Shear walls | Lateral loads | Floors | Shear deformation | Load factors | Stiffening | Three-dimensional analysis | Flexural strength
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