In-Plane Loading Tests and a Retrofitting Technique for Masonry Infill Panels in RC Frames with Eccentric Openings

Author:

Tu Yi-Hsuan1ORCID,Tung I-Ting2,Chiou Tsung-Chih3

Affiliation:

1. Professor, Dept. of Architecture, National Cheng Kung Univ., No. 1 University Rd., Tainan City 701, Taiwan (corresponding author). ORCID: .

2. Master of Science, Dept. of Architecture, National Cheng Kung Univ., No. 1 University Rd., Tainan City 701, Taiwan.

3. Research Fellow, Building Engineering Division, National Center for Research on Earthquake Engineering, No. 200, Sec. 3, Xinhai Rd., Taipei City 106219, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference51 articles.

1. Numerically based proposals for the stiffness and strength of masonry infills with openings in reinforced concrete frames

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

3. Infills in Seismic Resistant Building

4. Blackard, B., K. William, and S. Mettupalayam. 2009. “Experimental observations of masonry infilled reinforced concrete frames with openings.” In Thomas T. C. Hsu symposium on ‘shear and torsion in concrete structures’, 199–222. Farmington Hills, MI: American Concrete Institute.

5. Pseudodynamic Testing of Masonry Infilled Reinforced Concrete Frame

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