ISSN 0741-1294
Vol. 10, Issue 2, 1992February 01, 1992 EDT
Engineering Design Provisions for Prestressed Masonry, Part 2 – Steel Stresses and Other Considerations
Engineering Design Provisions for Prestressed Masonry, Part 2 – Steel Stresses and Other Considerations
Articles in Vol. 10, Issue 2, 1992
Vol. 10, Issue 2, 1992
- What Is Wrong With Brick Masonry Veneer Over Steel Studs?Clayford T. Grimm
- Expected Value Wall PerformanceGary C. Hart
- Engineering Design Provisions for Prestressed Masonry, Part 1 – Masonry StressesArturo E. SchultzMatthew J. Scolforo
- Engineering Design Provisions for Prestressed Masonry, Part 2 – Steel Stresses and Other ConsiderationsArturo E. SchultzMatthew J. Scolforo
- The Effect of Slenderness and End Restraint on the Behavior of Masonry Prisms – a Literature ReviewG. R. KingsleyJ. L. NolandM. P. Schuller
- Computer Program for Analysis of Masonry Shear WallsAntonio NanniJimmy S. Juwana
- Evaluating Lateral Strength of Existing Unreinforced Brick Piers in the LaboratoryGary S. EppersonDaniel P. Abrams
- Relationship of Earthquake Damage of Reinforced Masonry Shear Walls to the Frequency of the Ground MotionJohn C. KariotisMd. Ayubur RahmanAhmad M. El-Mustapha
- Seismic Isolation and Analysis of the Salt Lake City and County BuildingRonald L. MayesBjorn I. SveinssonLindsay R. Jones
Schultz, A. E., & Scolforo, M. J. (1992). Engineering Design Provisions for Prestressed Masonry, Part 2 – Steel Stresses and Other Considerations. The Masonry Society Journal, 10(2). https://doi.org/10.70803/001c.142804