ISSN 0741-1294
Vol. 5, Issue 2, 1986December 01, 1986 EDT
Limit State Strength Design Criteria For One To Four Story Reinforced Concrete Masonry Buildings
Limit State Strength Design Criteria For One To Four Story Reinforced Concrete Masonry Buildings
Articles in Vol. 5, Issue 2, 1986
Vol. 5, Issue 2, 1986
- Flexural Strength of Rectangular Unconfined Masonry Shear Walls with Distributed ReinforcementM.J. Nigel Priestley
- Applied Stress Equations-Walls with Axial Load Combined With Bending MomentJohn G. Tawresey
- Limit State Strength Design Criteria For One To Four Story Reinforced Concrete Masonry BuildingsGary C. HartRobert E. EnglekirkThomas A. Sabol
- Stress Distributions in Hollow Masonry Due To Concentrated LoadingK.W. SimbeyaA.E. McMullenE.L. JessopN.G. Shrive
- Optimum High Lime Mortar Mixes for the Pacific NorthwestJeff Mendes
Hart, Gary C., Robert E. Englekirk, and Thomas A. Sabol. 1986. “Limit State Strength Design Criteria For One To Four Story Reinforced Concrete Masonry Buildings.” The Masonry Society Journal 5 (2). https://doi.org/10.70803/001c.141119.