ISSN 0741-1294
Vol. 35, Issue 1, 2017December 01, 2017 EDT
Allowable Stress Design Method for Flexural Reinforcement in Shear Walls
Allowable Stress Design Method for Flexural Reinforcement in Shear Walls
Articles in Vol. 35, Issue 1, 2017
Vol. 35, Issue 1, 2017
- Confined Masonry Shear Walls: Experimental Testing and AnalysisLan NguyenRoss B. CorotisMichael P. SchullerGuido Camata
- Moment of Resistance of Reinforced Masonry Beam Based on Effective Pull-Out Stiffness of Reinforced Brick Mortar JointShashank MehendaleAbhay BamboleS. Raghunath
- Single-Wythe Concrete Masonry Walls—Investigation of Early Age Shrinkage of Masonry MortarsSarah E. EbrightDonald HarveyJennifer E. Tanner
- Allowable Stress Design Method for Flexural Reinforcement in Shear WallsRichard M. Bennett
- Anchor Bolt Design Provisions in the TMS 402-16 CodeRichard M. Bennett
- Development of Structural Masonry Standards in the United States - A Look Back at where we’ve come from, with a Glimpse of the FuturePhillip Samblanet
- A Study on the Out-of-Plane Stability of Ductile Reinforced Masonry Shear Walls Subjected to In-Plane Reversed-Cyclic LoadingBrook R. RobazzaTony Y. YangSvetlana BrzevKenneth K. ElwoodDonald L. Anderson
- Development of Self-Reinforced Concrete Block for Improved Shear Wall DuctilityMadeleine Smith (nee Joyal)Michael J. TaitRobert G. Drysdale
Bennett, Richard M. 2017. “Allowable Stress Design Method for Flexural Reinforcement in Shear Walls.” The Masonry Society Journal 35 (1). https://doi.org/10.70803/001c.138272.