ISSN 0741-1294
Vol. 10, Issue 2, 1992February 01, 1992 EDT
Evaluating Lateral Strength of Existing Unreinforced Brick Piers in the Laboratory
Evaluating Lateral Strength of Existing Unreinforced Brick Piers in the Laboratory
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
Epperson, G. S., & Abrams, D. P. (1992). Evaluating Lateral Strength of Existing Unreinforced Brick Piers in the Laboratory. The Masonry Society Journal, 10(2). https://doi.org/10.70803/001c.142835