COMPARISON OF DEVELOPED NUMERICAL MACRO AND MICRO MASONRY MODELS FOR STATIC AND DYNAMIC ANALYSIS OF MASONRY-INFILLED STEEL FRAMES

Authors

  • GORAN BALOEVIC UNIVERSITY OF SPLIT, CROATIA
  • JURE RADNIC UNIVERSITY OF SPLIT, CROATIA
  • DOMAGOJ MATESAN UNIVERSITY OF SPLIT, CROATIA
  • NIKOLA GRGIC UNIVERSITY OF SPLIT, CROATIA
  • IVAN BANOVIC UNIVERSITY OF SPLIT

Keywords:

MASONRY MACRO MODEL, MASONRY MICRO MODEL, COMPARISON, MASONRY-INFILLED FRAMES

Abstract

FIRST, THE BASIC CHARACTERISTICS OF MACRO AND MICRO MASONRY MODELS IN NUMERICAL ANALYSES OF MASONRY STRUCTURES ARE DISCUSSED. AFTERWARDS, DEVELOPED NUMERICAL MACRO AND MICRO MASONRY MODELS, INTENDED FOR THE NONLINEAR STATIC AND DYNAMIC ANALYSIS OF UNREINFORCED AND CONFINED MASONRY WALLS, AS WELL AS OF MASONRY-INFILLED FRAMES, ARE BRIEFLY PRESENTED. THE MODELS ARE TESTED ON PREVIOUSLY PERFORMED EXPERIMENTAL TESTS OF MASONRY-INFILLED STEEL FRAME UNDER HORIZONTAL STATIC FORCE AND MASONRY-INFILLED STEEL FRAME ON A SHAKE-TABLE. THE PRECISION OF BOTH MODELS IS COMPARED. IT IS CONCLUDED THAT BOTH NUMERICAL MODELS CAN PROVIDE RELIABLE RESULTS. HOWEVER, THE MACRO MODEL HAS MORE ADVANTAGES FOR WIDE PRACTICAL APPLICATION.

Author Biographies

GORAN BALOEVIC, UNIVERSITY OF SPLIT, CROATIA

FACULTY OF CIVIL ENGINEERING, ARCHITECTURE AND GEODESY

RESEARCHER/TEACHING ASSISTANT

JURE RADNIC, UNIVERSITY OF SPLIT, CROATIA

FACULTY OF CIVIL ENGINEERING, ARCHITECTURE AND GEODESY

FULL PROFESSOR

DOMAGOJ MATESAN, UNIVERSITY OF SPLIT, CROATIA

FACULTY OF CIVIL ENGINEERING, ARCHITECTURE AND GEODESY

ASSOCIATE PROFESSOR

NIKOLA GRGIC, UNIVERSITY OF SPLIT, CROATIA

FACULTY OF CIVIL ENGINEERING, ARCHITECTURE AND GEODESY

RESEARCHER/TEACHING ASSISTANT

IVAN BANOVIC, UNIVERSITY OF SPLIT

FACULTY OF CIVIL ENGINEERING, ARCHITECTURE AND GEODESY

STUDENT

Published

2016-03-23

Issue

Section

ACE-X 2015