NEHRP Clearinghouse

Title
Analytical Investigations of the Behavior and Failure of Composite Masonry Walls: Analytical and Experimental Evaluation of Composite Masonry Walls Subjected to Gravity and Earthquake Loads.
File
PB90124264.pdf
Author(s)
Anand, S. C.; Rahman, A.
Source
National Science Foundation, Washington, DC. Directorate for Engineering., August 1989, 296 p.
Identifying Number(s)
R-10S-89
Abstract
The finite element method is used to investigate the behavior of composite masonry walls subjected to vertical and horizontal in-plane loads, and due to creep strains and temperature variations. A solution procedure using two-dimensional plane strain finite elements is proposed to compute correct stresses in the collar joints of composite masonry walls. An improved failure criterion for the block wythe-collar joint interface is proposed and a failure analysis procedure is presented. Failure loads in composite masonry walls of various heights using the proposed failure criterion and method of analysis are determined.
Keywords
Masonry; Earthquake resistant structures; Failure; Walls; Graphs (Charts); Earthquake engineering; Shear stress; Strain analysis; Loads (Forces); Creep tests; Mechanical properties; Dynamic structural analysis