Out-of-Plane Behavior of Load-Bearing Reinforced Masonry Shear Walls

Author:

Salem Shady1ORCID,Ezzeldin Mohamed2,El-Dakhakhni Wael3ORCID,Tait Michael4

Affiliation:

1. Lecturer, Dept. of Civil Engineering, British Univ. in Egypt, Suez Desert Rd., P.O. Box 43, El-Sherouk City, Cairo 11837, Egypt; formerly, Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineer, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7.

3. Martini, Mascarin and George Chair in Masonry Design, and Director, McMaster Institute for Multi-Hazard Systemic Risk Studies, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7. ORCID: .

4. Joe NG/JNE Consulting Chair in Design, Construction and Management in Infrastructure Renewal, and Chair, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference41 articles.

1. Flexural behavior of reinforced concrete masonry walls under out-of-plane monotonic loads;Bechara E. A.;ACI Struct. J.,1996

2. Lumped-plasticity models for performance simulation of bridge columns;Berry M. P.;ACI Struct. J.,2008

3. Plastic hinge length in high-rise concrete shear walls;Bohl A.;ACI Struct. J.,2011

4. Browning R. S. and J. S. Davidson. 2011. “Use of empirical constitutive properties to develop a resistance function for reinforced masonry.” In Proc. Structures Congress 2011 1310–1319. Reston VA: ASCE.

5. Large-deflection response of fully grouted reinforced masonry walls to static and dynamic out-of-plane pressure;Browning R. S.;ACI Spec. Publ.,2011

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