Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls
Publication: Journal of Structural Engineering
Volume 147, Issue 12
Abstract
Slender load-bearing masonry walls are typically used in low-rise commercial and industrial settings, where they are an efficient system to resist out-of-plane forces and gravity loads. Masonry walls are usually built upon concrete footings, with their first course mortared upon the concrete surface, and their reinforcement is spliced to dowels cast into the foundation. Despite the inherent rotational stiffness of this type of connection, when the walls are slender (height-to-thickness ratio ) North American masonry codes direct the designer to assume a pinned condition at the base, neglecting the rotational stiffness provided by the foundation. This is because of the valid concern that the damage at the base under cyclic loading degrades the connection rapidly, turning it effectively into a hinge for structural purposes. Due to the scarcity of experimental studies on this topic, the objectives of this study are to (1) quantify the reactive rotational stiffness at the support for typical foundations used in masonry construction, (2) assess the increase in load-bearing capacity provided by the base stiffness during cyclic load, (3) investigate the base damage, and (4) determine the effect of the foundation stiffness on critical aspects of the structural response of the walls, such as stiffness, ultimate capacity, energy dissipation, and failure modes. To accomplish this, four moderately slender load-bearing masonry block walls were built with different degrees of base stiffness and tested under a combination of gravity and nonreversed cyclic lateral loads. Results from the tests showed an increase in load-bearing capacity and decreased deflections with increased rotational base stiffness. The walls achieved their ultimate loading capacity with little to no degradation at the base during the experiment. The moment capacity of the walls obtained during the tests exceeded that predicted by the design provisions. These results suggest that accounting for the additional strength provided by the base may be important for the design of other elements connected to the walls. It also highlights the need for additional cyclic testing on masonry walls with higher slenderness, accounting for the presence of a rotational stiffness at the base.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors would like to thank the Masonry Contractors Association of Alberta (MCAA-North) for their assistance in funding both the materials and construction of the test walls. The authors thank the Alberta Masonry Council (AMC) and the Canadian Masonry Design Centre (CMDC) for the valuable technical advice received.
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© 2021 American Society of Civil Engineers.
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Received: May 26, 2020
Accepted: Aug 9, 2021
Published online: Sep 28, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 28, 2022
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Cited by
- Alan Alonso, Rafael Gonzalez, Mahmoud Elsayed, Bennett Banting, Monica Guzman, Clayton Pettit, Yong Li, Douglas Tomlinson, Carlos Cruz-Noguez, Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12533, 150, 3, (2024).
- Clayton Pettit, Erum Mohsin, Carlos Cruz-Noguez, Alaa Elwi, Experimental testing of slender load-bearing masonry walls with realistic support conditions, Canadian Journal of Civil Engineering, 10.1139/cjce-2020-0297, 49, 1, (95-108), (2022).
- Ziead Metwally, Bowen Zeng, Yong Li, Probabilistic Behavior and Variance-Based Sensitivity Analysis of Reinforced Concrete Masonry Walls Considering Slenderness Effect, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 10.1061/AJRUA6.0001273, 8, 4, (2022).
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