ISSN 0741-1294
Vol. 23, Issue 1, 2005December 01, 2005 EDT
Structural Behavior of Tie Connections for Residential Brick Veneer Construction
Structural Behavior of Tie Connections for Residential Brick Veneer Construction
Articles in Vol. 23, Issue 1, 2005
Vol. 23, Issue 1, 2005
- Development and Evaluation of Hollow Concrete Interlocking Block Masonry SystemK.B. AnandK. Ramamurthy
- Bond Between Concrete and Building Stones in Stone Masonry StructuresMuhammad I. M. Rjoub
- Structural Behavior of Tie Connections for Residential Brick Veneer ConstructionJames M. LaFaveDziugas Reneckis
- Experimental Replication of Masonry Arch Bridge Spandrel wall CollapseThomas E. BoothbyYurianto YuriantoEce Erdogmus
- FRP Strengthening of URM walls with openings: Experimental ResultsTong LiNestore GalatiJ. Gustavo TumialanAntonio Nanni
- Methodology for the Design of Lightweight Concrete with Expanded Clay AggregatesAna M. BastosHipólito SousaAntónio F. Melo
- FRP Strengthening of URM walls with openings: Numerical Analysis and DeisgnTong LiNestore GalatiJ. Gustavo TumialanAntonio Nanni
- Effective Pier Model for the Nonlinear In-Plane Analysis of Individual URM PiersT. YiF.L. MoonR. T. LeonL. F. Kahn
- Performance of Masonry walls Under In-Plane Seismic LoadingMohamed A. ElGawadyPierino LestuzziMarc Badoux
LaFave, James M., and Dziugas Reneckis. 2005. “Structural Behavior of Tie Connections for Residential Brick Veneer Construction.” The Masonry Society Journal 23 (1). https://doi.org/10.70803/001c.138877.