Macroelement Model for In-Plane and Out-of-Plane Responses of Masonry Infills in Frame Structures

Author:

Di Trapani F.1,Shing P. B.2,Cavaleri L.3

Affiliation:

1. Assistant Professor, Dept. of Structural, Building, and Geotechnical Engineering, Politecnico di Torino, 10129 Turin, Italy (corresponding author).

2. Full Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

3. Associate Professor, Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali, Univ. of Palermo, 90128 Palermo, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Out-of-Plane Strength of Unreinforced Masonry Infill Panels

2. Angel R. (1994). “Behavior of reinforced concrete frames with masonry infill walls.” Ph.D. thesis Univ. of Illinois Urbana-Champaign IL.

3. A macro-modelling approach for the analysis of infilled frame structures considering the effects of openings and vertical loads

4. Bashandy T. Rubiano N. R. and Klingner R. E. (1995). “Evaluation and analytical verification of infilled frame test data.” PMFSEL Rep. 95-1 Phil M. Ferguson Structural Engineering Laboratory Univ. of Texas Austin TX.

5. Cyclic response of masonry infilled RC frames: Experimental results and simplified modeling

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