Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses-Reference-Cited by-同舟云学术

Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alonso Alan¹^ORCID,Gonzalez Rafael²^ORCID,Elsayed Mahmoud²^ORCID,Banting Bennett³,Guzman Monica⁴,Pettit Clayton⁵^ORCID,Li Yong⁶,Tomlinson Douglas⁷^ORCID,Cruz-Noguez Carlos⁸

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9211–116 St. NW, Edmonton, AB, Canada T6G 1H9 (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9211–116 St. NW, Edmonton, AB, Canada T6G 1H9. ORCID: .

3. Director of Technical Services, Canada Masonry Design Centre, 360 Superior Blvd., Mississauga, ON, Canada L5T 2N7.

4. Masonry Design Engineer, Canada Masonry Design Centre, 2725–12 St. NE, Calgary, AB, Canada T2E 7J2.

5. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9211–116 St. NW, Edmonton, AB, Canada T6G 1H9. ORCID: .

6. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9211–116 St. NW, Edmonton, AB, Canada T6G 1H9.

7. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9211–116 St. NW, Edmonton, AB, Canada T6G 1H9. ORCID: .

8. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9211–116 St. NW, Edmonton, AB, Canada T6G 1H9.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12533

Reference23 articles.

1. Alonso A. R. Gonzalez C. Cruz-Noguez and D. Tomlinson. 2021. “Pre-test analysis of the effect of rotational base stiffness on loadbearing slender masonry walls.” In Proc. 14th Canadian Masonry Symp. Mississauga ON Canada: Canada Masonry Design Centre.

2. Review of strengthening techniques for masonry using fiber reinforced polymers

3. Influence of transverse loading on the stability of slender unreinforced masonry walls

4. Out-of-plane seismic retrofitting of masonry walls with Textile Reinforced Mortar composites

5. Entz J. 2019. “Development of innovative in-line stiffening element for out-of-plane masonry walls.” M.Sc. thesis Dept. of Civil and Environmental Engineering Univ. of Alberta.