ISSN 0741-1294
Vol. 14, Issue 2, 1996December 01, 1996 EDT
Insulated Concrete Masonry Theoretical Maximum “R” Values
Insulated Concrete Masonry Theoretical Maximum “R” Values
Articles in Vol. 14, Issue 2, 1996
Vol. 14, Issue 2, 1996
- Deterioration of Masonry Surfaces and of Surface Treatments: Experimental Results on Full-Scale ModelsLuigia BindaPaolo RoccaThea Squarcina
- The Strength of Hollow Masonry Walls Under Concentrated Vertical LoadsP.W. KleemanN. De VitisA. W. Page
- Development of Fiber-Reinforced Plastic Wall Ties for Cavity Wall ConstructionJames Q. BurdetteAhmad A. HamidJesus Larralde
- Behavior of Unreinforced Brick Masonry Under Lateral (Cyclic) LoadingYan ZhugeJohn CorderoyDavid Thambiratnam
- Seismic Retrofit of URM Walls with Fiber CompositesM. EhsaniH. Saadatmanesh
- Brick Masonry in Asian ArchitectureClayford T. Grimm
- Use of Finite Elements in Masonry StructuresJoseph E. SalibaRiad S. Al-AkkadGeorge E. Sawaya
- Insulated Concrete Masonry Theoretical Maximum “R” ValuesT.A. Holm
Holm, T. A. (1996). Insulated Concrete Masonry Theoretical Maximum “R” Values. The Masonry Society Journal, 14(2). https://doi.org/10.70803/001c.142900