This decommissioned ERA site remains active temporarily to support our final migration steps to https://ualberta.scholaris.ca, ERA's new home. All new collections and items, including Spring 2025 theses, are at that site. For assistance, please contact erahelp@ualberta.ca.
Search
Skip to Search Results- 1Finite Element Micro-Model
- 1In-Plane Shear
- 1Masonry
- 1Parametric Study
- 1Strut-and-Tie
- 1base stiffness
-
Spring 2020
provided by the foundation stiffness, and (3) determine the effect of the foundation stiffness on critical aspects of the structural response of the walls, such as stiffness, ultimate capacity, and failure modes. Overall, it is expected that this research will lead to a better understanding of the OOP
-
Towards a Rational Analysis and Design of Partially-Grouted Concrete Block Masonry Walls Under In-Plane Shear
DownloadFall 2023
Masonry wall systems are an essential structural component of a building, providing resistance against lateral and gravity loads. Due to its economy and efficiency, most masonry walls in low- to moderate-seismic markets are partially-grouted, in which only the reinforced cells are filled with