FINITE ELEMENT NONLINEAR ANALYSIS OF HIGH-RISE UNREINFORCED MASONRY BUILDING

Abstract

A SIMPLE EFFICIENT ALGORITHM BASED ON COMPRESSIVE DIAGONAL STRENGTH OF UNREINFORCED MASONRY WALLS IS PRESENTED TO DETERMINE CAPACITY CURVE OF UNREINFORCED MASONRY BUILDING. THE COMPRESSIVE STRENGTH IS CALCULATED BASED ON A NEW CLOSE FORM SOLUTION. THE NEW CLOSE FORM SOLUTION IS DETERMINED BASED ON PREDICTED RESULTS USING INTERFACE ELEMENTS FOR MODELING OF MORTAR JOINTS. FINITE ELEMENT METHOD WITH TWO-NODED LINEAR ELEMENTS IS USED FOR ANALYSES. DIFFERENT MASONRY STRUCTURES, INCLUDING LOW- AND HIGH-RISE UNREINFORCED MASONRY BUILDINGS, ARE ANALYZED USING THE NEW CLOSED-FORM SOLUTION AND THE PRESENTED ALGORITHM. A COMPARISON OF RESULTS OF THE PRESENT WORK WITH EXPERIMENTAL DATA AND OTHER METHODS SIMILAR TO THE DISCRETE ELEMENT METHOD SHOW PROPER ACCURACY OF THE ANALYSES IN THE PRESENT WORK. CONSEQUENTLY, THE CLOSED FORM SOLUTION WITH PROPOSED ALGORITHM CAN BE USED TO SATISFACTORILY ANALYZE UNREINFORCED MASONRY STRUCTURES TO PREDICT THE ULTIMATE BASE SHEAR FORCE AND THE PUSHOVER CURVE. HENCE, PRACTICING ENGINEERS CAN DETERMINE THE BEHAVIOR OF AN URM BUILDING AND ITS PERFORMANCE LEVEL WITH PROPER ACCURACY UNDER SEISMIC EXCITATION USING CONCEPTS DESCRIBED IN THE PRESENT WORK.